Text

Cimarron Environmental Response Trust Hydrogeologic Pilot Test Report, Appendices
	ML20213C663
Person / Time
Site:	07000925
Issue date:	02/28/2013
From:	; Burns & McDonnell Engineering Co, Enercon Services, Environmental Properties Management
To:	; Office of Nuclear Material Safety and Safeguards, State of OK, Dept of Environmental Quality (DEQ)
Shared Package
ML20213C674	List: ML20213C658; ML20213C662; ML20213C663;
References
	65714
	Download: ML20213C663 (88)
	v • d • e

APPENDIX A - SOIL BORING LOGS

SOil BORING LOG LOCATION

r-** SUBSICIAR'Y

&}1?-t h,.,t.. f~A-3/4t=-t SORJNG NUMBER 1'3 {., I DEPTH IN FEET UTHOLOGJC DESCRJPTION

~

UNIFIED BLOWS ntD ta;8 SOil.

,e n

~--

FlEl.D FOOT (ppm}

0 CiASS.

_ 0 ~3 ; ~

-B-o,,.;,._; s I t..l'j >>JO SM

( 5'f P-6i&)

~,_$1 -~~ ~'&wcJ.J ~ Li f'il-£' ~~

C v+-t e.. 1

~ t.v ';)

5-----

{Q *--

~ -

f5----

z.o -

5,. 12..S' '~

PvJL ~~

~~

l lO"f(l.. 8/c,)

"54-W~re:P /':i,T ll '

iz. ;~*.. 11.S' }J:,~-~-c:t:1..>U"f i -~

H-'-'l!:

~

'\\.µ~ 5tvJD ~

v-.

G,0111\\J~

P S *l-c. T1}JJ r-v>t.. rvr,tio!.!)iv'v-

&.;,'.l,.(_H~O 5 w-->D M,l.)D h ? c>~S tt.J (5!\\'S~

'2..5" -

z.q. ~ * ~

o ~t~JIL (!),;..il!ri....,e.D

$ A.-.i D S*rc.-.J~ ( 7,.. ~i'e)

JD -

..1 5L Pt0 NO.

Z TYPE water Table (24 Hour)

Weter Table (Time of Boring)

Photoion.** izaticm Oft'tedion lppm)

Identifies Som~fe by Num6er Sample Collection Method 0 ;::

,c z * -

G..

1v1

...... SPLIT-

~

8ARREL (IAIJGER

[I]

ROCK CORE

/ sp sp.

~ I

THIN*

(] CONTINUOUS f\\l NO

~1~LEO SAMPI.Elt

~

RECOVERY DEPTH. Depth Top ond Bottom of Sample REC.

Actual t.ength of Recovered Sample in Fe-,f fiill SU.T liSAN.D ill GRAVEL

~stnY

~CLAY M'IOAYEY

!llll SllT SOIL SAMPLE NO. l DEPTH REC.

REMARKS OR F1S.D OBSERVATIONS PAGE I of i

£X.1STJHG GIU,DE: El..£VATJOH fF"T, AMGU 1..0CATtON OR GRIO COOROCNAttS

SOIL BORING LOG.

*. SIJ8SlOlAR'l' LOCATION

~,~ ~-t;..1 BORING NUMBER C.5-i>A I -~ 0 I DEPTH IN FEE.T LllHOlOGlC 0ESCRtPTION

~

UNlFlfD Bl_Ow, _s a;; C>

SOIL PIO

~ 9 tlElD PER (ppm)

SOil SAMPLE w

a.ASS.

FOOT NO.

~

DEPTH REC.

5 iO o~, J ~

Ci.4y litz '-JtiJ I..z.,; !

'"&o;.hJ s....... -r iJ. *S-y.. 4 '4) z.'5"-1.3 I ~

,-a,./.0-.).J $1 L,;...-.j(J/,,.....,

(u.,rr. 5/cJ

'1.~-tO' i<.l!:.D ~

-v 51.t..1:J C/..A'-/

l*h01~£:Z- 'QtA-5,tu, ":)

lO- ~f{' ~ -~

-p.-u:,._,..J'J OA'fe!.:y t;\\c'.,..\\

ns-tB:-;' \\((!0-,~~-.J-' v~tJ.t h;..Ji 61.,~iJk,.t) If;;~

i85-Zt *"K~o 'v~H:.,;z_~t-1~

. c.~~ ~'1 ~ ~

c~ It ~siiJ z I* '2 l,~ "~v,.:H:,#,.C P,Wtv:A ~,Y'tu/,!,!)

StvJ µ ( lt>'f {! t.,,./6) 21.5 _7.,.5 ¥:-~ ~~-.JU DIA':l-..C. CAlYj (l C,?-;. ~ k.:)

2,.2..,:-',-1-4 ~

.. 3~,N M~ C~l.W-1-W

$' f:JJ;::> SVJi..

TD:, Zf~

~

~~JvO 'Qq-~ ~

. '\\ *f3t;;t:

.1

. SL PIO NO.

&,~o).>0 (:>Afl\\11\\lt ; 2'.6ul1cpM Water Table {24 Hour)

. ~ TYPE Weter TobJe (Time of Soring)

Photoionization Detection (ppm)

Identifies Sample by Number Sompfe Collection Method

< z

~

>(

f\\71 SPLIT-.

k:_J SARREL I

T.* HIN*

WALLED TUBE

[I AUGER

(]

CONTINUOUS SAMPLER mROCK llJ CORE 1\\7 NO

~

RECOVERY DEPTH. Depth

Top ond Bottom of Sample R.EC.

Aaual ~ength of Recovered SompJe in feet

i a

l z

2.

z 2

?..

1..

"2.

l..

l...

t.

2.

2 l

l..

~

l t..

t..

L GRAPHIC LOG LEGEND

, CATE ORII.UO 9fa<ct IZ..

l'firo.., 2- 0.::V i Ct! ro..,

uJ;:a lft;OO "' L~

i u CC> -

2:..0:0 t LfcO -

tG,00 l Co e::c *"'

L--<f OO i t&J,,

L90{l j'fcr') "

L,1.L),._,.'t I Coro

2f-Dl) l4a9 ".z4c0 I um ** UJ:'JJ t&el) - U.lC,'

icco-z.a::o -

i Set:,. lt:,Or.)

I So ~-* L...c.<ieJ

((pee - lJ.X:0 18):;

z:t(X) iuex>

2-a-"-<>

ttro-bfcD

/qa) - l.J) ()0 t ~co - 1....¢:0

( {:(X) ~ ').:yr) i4ro. u..txJ 14te *,[.(llJ PAGE of J

~

~OESRIS

~

CLAY

~

FILL t:;o::::R1r.-:u-:-::.1N-::G:-.-M:-=E:T::-:-H~O".:"o _

-,..1 t,.1/4'S1\\

[Ill SILT B ~

PU

(

1} ~ED.av

~

SAND mGRAVEL

~SlLTY

~CLAY ml CLAYEY

£ml SILT

~SAND_Y

~CLAY 0

CLAYEY

~SANO 0C.lt.TING GRAD£ ELEVATION (FT. AMSU LOCATION. OR GRlO COOR'OINATES

SOIL BORING LOG.

LOCATION DEPTH IN UTHOLOGIC OESCRIPTION

~.. UNlfJEO BLOWS

~ g SOil PEI PlD FEET

~ _.

flElD FOOT (ppm)

~

CLASS.

O**<:,.S' IZ..~-:) VU-.j r=;ut.,~!Ai;,,1£1)

~

l5~ 5/e) 0.5-8., UD v~'!.1 r::-,~:LGi.L.~

Ct/tjf 'J 5A-->P e -~10, -~

,J tJ *) ~()1 C1.;.v..j (J_. s 'f (t 4/;J t;s~'{T.O

!0-11 ~/;:';'ft.t"'i C.\\b'-1

. ~

f4... t, *e~~o...s&Jo:, c..~ ( "7,:s~ 4 IB)

u.

i.

SL PIO NO.

17-1,:S f1/2,~ S;~J::'>-;;to>Jc, ~.J\\6*,wr:5 n-s--te ll.J!9..;~ ntJi. (b().h.lJW.

-~~\\'J STctJf. t,i.5~~/e,)

Water Table (24 Hour)

! TYPE Woter Table (Time of Soring)

Photclonization Detection {ppm)

Jdentifies Sam~le by Number Sample Ccllection Method I

f\\i1 SPLIT-le'J.

BARREL l

ffilN*

WAL.LEO TUBE

[I AUGER

[]

CONTINUOUS

.SAMPl:ER

[I]

ROCK CORE 1\\7,.,,o l_jRECOVERY DEPTH. Depth Top and Bottom of Somple:

REC.

Aauot ~ength of Recovered Scimple in. Feet SC SP

ffl*SAND mGRAVEL

~ *~lrv n;R!CtAYEY nJll SlLT BORING NUMBER CS ~ ~I - OZ..

SOIL SAMPLE NO.

~

DEPTH REC.

~

~SANDY ISs.:iCLAY

~CLAYEY IESJSANO L.0GG£08Y t~o ~.t1..oo tfnoc.,.z...7...c6 l{tc-~

l l<<l> - 1:U:.o lb!O ~* ZA.o6 i'.) ~. l40:.)

tW--i.:z..c;(,.)

i4i):) ~ 2...... -r:.'):)

J4C()* W:0 i'3Ct) I t.4<0 1ffi) ~ L"\\00 iP.o:J - U{)_.)

)Jxi."!. t.-<.0:f.Y)

[1.cCD.* t,lJ3/4l i~ *L"l.& 1 l~ 7...4)

~"O. 'i.l.U.>

-~~b **~m~s l.OCATION OR GRfO CQOROINATES

SOil BORING l.06...

DEPTH IN FEET

i.

UTHOI.OGIC DESCRIPTION 5 ~7S; ~*~ iftt.. y r-;tJ-Z 6vn."'£0 -S~o Qo1~ el&)

'1!5"-'1 1 Tt\\f-.J\\iu.~ f;~t6~,.;t.P c;~o q--\\o' !Jo t,it(\\:,,,)~'-?

l('.)~*tS-1 1--k.:> <<-~~).t'~, I C:J*rtt:~

,,-.. \\

c~-L!)

l.0 O tC~~ \\- (1-"f.. :> IY""'

g,Cl/4 &,.xj*Ju \\k~1at. \\Zl'-re.~.

ElT2µV..1~r

~\\(.,\\I. (j f.()J,.J'i) ()t,.J~'W\\f.,, :

Zrl:,40 c p t*'\\

wat6r Table (24 Hour) 5L Woter Table (Time of Boring)

PIO fho.to!onization Detection. (i, pppm)

NO.

Identifies Semple by Nwn6et

~ TYPE SompJe Collection Method ux:ATION

'6J ('-.. i J) L M.J~ fl. f

!g U~F BLOWS PIO SOU. SAMPle

~....

FIIU>,:T (pptn)

NO.

~

OEPTH c.,

QA$$.

l GIAPHJC LOG LEGEND I rgJ iW.a

[I-

[I] ~&ii

~

Ill I

'THIN-I] CONTIMUOOS f\\1 NO

~~

SAMPLER DI UCCVERY BORtNG NUMBER C.S **-B A I -03' REC.

NfZ I 'E oc,

24-cc>

i4lD* t8:t>

~

~ z ux..>

t~.:o t~~

.~-

l~*()

~

-z:c.x:)[)

i 2..CX'>, U;(X.">

l~o::>- 2,C(.".f}

/4,<:XJ " ZL:CC t

of l WT. AMGU DEPTH. Depth Top end Bottom of $ample REC.

Acfuol 1,ength cf R~overed Semple in Feet Ill] SILT IISANo mGRAVfl

~~ill lfill~YEY -

L0eA OR G,Rld COOR01HATES

SOIL BORJNG LOG DEPTH lN FEET UTHOtOGIC DESCRIPTION LillL ML..

- g.-i, QA"{ f;-S Al?;(}Jt-, i s~'.2.Af\\Lu r1:r-S' lO _

<:t- (C t"'1w ~

,,_J+J r.:;:Ni-foAt-C.J<ll l,;~J'\\~O SM\\":) ( 7 '$'/f..5/s)

_ t6,,..1, 5 TAN s~d.., ~otJ 1"~'i.A~

,S.1-w0

-_ lo,s--11..S' >-JC, ~t.oJ~

-'lo<,,..,...

/

...... :... t.

,c-* -

IJ.* **1cf

~'-'v-JO.1/2 !'.~Ut.

~,)

)Cc-l~r' /Jo~_.1.*j~y

~

is*-jt;/ tAv *3~...o:.N,V\\~~ r,, G:>li~.vW *, _ :

,sl~O l~--o t

r-Ar' fuc_;; v 6r;,!1.$,;i. S JVJP 2/) -

i-

\\--1-,g * ~W-r:;wi-~ S;v,i~a:>Jt >-; ~

=,a

~, PCo2

_. ~ ~t.).)-~

( \\O~ ste) -*.,,

o-l~'>-:- f..Jt.~ z.,.z.cc)e.ty "ZO**Z3 1 ~() h.V( ~i!J) WOSP-E'.-

2--s -

74)-. 2..3 ~1 i

sz...

PJD NO.

Water Table (24 Hour)

Z TYPE 0

Water Tahle (Time of Boring)

Phot_oi_oru:iation Dete_ ction (ppm)

Identifies Semple by Num6er Semple Collection Method

~ -

i rvr SPLIT-

~

8ARRE_L

[I AUGER

[I]

ROCk CORE liiw'

(] ~

[SJ t'e~OY£RY DEPTH. Depth Top ond Bottom of Sample Rec.

Actual tength of Recov~red Semple in feet LOCATION BJ (~\\/\\* L ftU ~ *ft. t

~~~~frt G

.. 6 A l -- &q I--

m$ANO ill GRAVEL

~-~ru n::N'lCLAYEY 1Ull SILT SOIL SAMPt.E NO.

~

DEPTH REC..

REMARKS OR AELD OBSERVATIONS

2.

2..

L.

I

-~SAN

_. OY

~ClAY

~ClAYF.Y

~SANO NK

(\\J e.

\\<-.

N(Z...

l.OGGEOBV

'2,Ccc,*2400 t ~it, ~ *1-u:x:J l~ ~~,., 1A.OO i' DD ~

7,..U.'O l&c -

'i-7r.:...Y) 14oo ~-

Ui{X) t ~C'L'

Z. U -0 11.t;,tc,., Uti:J t~OD ~ Lcco l<.,oJ --*l..i.'V,..'.I

\\r')<X) - L(l)u (ld:1)** zm.

~C) *~,*11./\\nJ

~G GRAD&: El.£\\IATJON <FT. AMSU LOCATION OR GRIP COOAOINA.'n:S

SOIL BORING LOG _

*.. SUBSIDIARY LOCATION BORING NUMBER GE -Ml --DI DEPTH IN FEET UTHOLOGIC DESCRIPTION

~ c, u~~Eo &ows PJ o

<9 FJELD PER

{ppm)

SOil SAMPLE w

~

ct.ASS.

FOOT REC.

NO.

a..

DEPTH t--

5

{D I

SL Pt0 NO.

c;,~ f'J,S~*~.:{E;.~~~J

.. <.:~'-1 <S,....7.

t*o'---siv t ::;"..: 1.:; *.. git\\) :&;:.""' S. t....T' 4 s"...,5,0'

~

I VU,f ~~C:.~vo SP

'St~~

(5 fl.. ~le)

~.c'~~c* v!JLo*,~i.>CL\\'tq t~~ 5°/1,),_ '"- fl\\ i-

~ -01.* o* ~

-~

,>V O,~.,Lo.-J r~r,tff'l '-..'\\.. C.t.

~~"C\\)t.j,)-l\\V) A,T'ei.S i 10~ d, ~

~...c,~t.J,. ~~ nl->'~

Go,Mv~ s~-;,

ii ;.. 12..:61,~

~J*J S,l.\\') li.A'{

\\i.S"-tS 1.t~o i3;w.v'tl *-S 'u::;. C.v,.,..f

,~-n-s-' i.~ *ar\\.D.**"v <:.-4.M-f 1\\-S

(\\f(p)~ I S.c,'A£. (;(...~

n.~-' ~Ji1 fl.eo -*~.o~~v C.J.Ai J

\\""),,. 2.0

µc uc,1~y 2..0 --1.;'1_ ~~_.l>J ?d,.. f';) "ir)";°,-~"')'i C..\\.A't (7.Sf 4/ d)

'l"Z.<tU.'5 ~

WtA-f\\:,u.cW

... "'G

.. G s ~~) -5. \\iNt. I ~;o,l\\t,~tt\\d

'2.'l.* s- -,S' ~

1..;~ ~

~G.:..\\l.v~

5r~.)$:C,.\\i~

~ sla J

,.-o.: '1.S-C:::~

SAC,;{~t.JD \\~ ~y-£';: 1,.~~-

~

-.,..,0 (._~: --Y W Water Table (24 Hour)

~ TYPE Weter Tabfe (Time of Boring)

Photoionizotion. Detection (ppm)

Identifies Sample.by Number Sample Collection Method

,c( z

,c( s au

[ZJ SPLIT-BARREL

[] AUGER

[I] ROCK CORE l'IHIN*

I] ;:ONJJNUOUS

~No WAllfO SAMPLER RECOVERY TUBE DEPTH. Depth Top ond Bottom of Sample REC.

Actuof length of Recovered Somple in Feet 2

2 L

2.. z 2

"'l

2.

'2.

'l 1..

2-2, t

2.

2..

2.

"l

z.

z 1..

7...

L lQ:0 -- 2..1...a::::i l 800 =.1" ~DO Z..cct>, 1-. 4a>

I G a:, -

t.0:n

'2..0.'.b., L<too l 1qCO'"' 'L2.QJ t~"C. Z."'fa, l~c.)... t4oo l.:x.JY.., ZC,100 tf!p).. 2.,0:.'

[&<'() - M<x:)

i ~oo - z:400 2_a:c

2Aou l ?..6-,,,_

l.Cc:O 1 't:((1

L-.400 i ~.lX

t.."lOt;

~

- L1..tSc l~ ' ?,;L.CO i~C

Z.Z..c<'

.l!.lC('

..frt.' 0 1e,c-c,,***~)

ieco - i:-4(1) ieeo - z.z.,co GR.APHIC LOG LEGEND CATE DRU.LEO t-~-

-........... ~~

..... ~--=

_OE=BRl=S~ Cl lU:*r rt PAGE I of I

~

CLAY

~

FJll

..,ORl,.,,,,,.,..LL...,.,IN"""G,..,M""'ET=H-.:0,-,,0--...J.--~---..t

[I)) SILT a ~z.c(PEAT) h,1

.,,,,;.*t..,..,st>.

=-

ORIL.LEOSV

.Jfa SANO mGRAVEl

~ -

SILTY

~CLAY nJli:l. CLAYEY n.lll SILT

~SANDY 0Si:I ClAY

~

_CLAYEY lEiJ SAND LOGGE08Y

-~~-rrAiN EXl$TING GR>.0£ £LE.VAT! N CFT:. AMSI..I LOCA. T!ON OR GRIO COOROINATt:S

SOIL BORING LOG LOCATION iV't'-51\\U.J ().Utlv\\JM.

DEPTH JN FEET UTHOLOGIC 0ESCRJPTION

~

UNlFtED BlOWS

~g SOIL pa PJD (ppm) tile_.

FJELD FOOT c.,

C1ASS.

_ 0 -* f ' *:6(U;,.,..i.J i\\..;-.6 n<;.. G~

t '5'

~<<, 4frJ

.

1'°'"A>J iJ~ ~~t,6f'A,-'Ul ~A;J)) ~

c~ "

{

I (IOI,£ *1/i)

,.~ s*f

- 8 *"'H;-' i.Jo ~C(;i)£.Ly I hJ,J~ S,V,D

~

C.~ e_v 7"fl~(l ~

to -

- 2t-~5--2..s~ ~

£..~w(t*,~~

~(_

";,lu.J *o ~Y\\ u):1{N¢ >

'l:51" *z,7_5 N:.> flJu:.o..JrtJ!-1

)~t"'~

i tG..-o ~e-G,~..iu">

1 ~

s l"O;J.! L.,)~v-J,.. j pJ $ \\JG\\i water Table {24 Hour)

sL Water Tobie (Time of Soring}

PIO PhotoionizQtion. Detection (ppm)

NO.

Identifies Sample by Num6er

! TYPE Sarnpfe Colledion Method i rvr SPLIT*

[I AUGER c ~

BARREL

§ l

THIN.

WAUEP nJ&E I]

CON:rJNlJOOS SAMPLER

[I]

ROCK CORE 1\\7 NO

~

.RECOVERY DePTH. C>epth Top end Bottom of -Sample REC.

Actuol ~ength of Recovered Semple in Feet SP 1---,

[Il) SILT fii sAND mGRAVEl

~~ill

~iJ~YEY SOIL SA.MPI.E REC.

~

.CLAYEY

~

SANO LOGG£0BY REMARKS OR FIELD OBSERVATIONS l.OCA TION OR GR!O COORl'.'.JtNATES

SOIL BORING LOG LOCATION BORING *y-c:~ I Wf~TUJ-.J -~L-UJJivfY\\

NUMBER 7

DEPTH JN FEET UTHOLOGIC DESCJUPTION

~*. UNIFIED Bl.OW$

~8 SOil PB PlD (ppm)

SOIL SAMPLE REMARKS OR FlS.D OBSERVATIONS FIEI.D f;

a.ASS. FOOT NO.

~

OEPTH t-REC.

j'-(/ ~-.c:._J.J ~

(_ ~t) R... *~1,)

<A-(,"5 I -r~ '~""' "'* ~ ;1./1.<.J~O 'SN-->v

=

( 2-~ y eilw)

_ r -'5'~ 10 1

'$ ~7.:) ~ ~ A-C':><',x.>t:-

~41"'0~,£-0 A\\.T 7,~ '

tc-

..... tt!l--f"i.. 5' f>\\W,uM \\J:\\.tv' 'S}M.)t)

\\2-.':5-f7S '

('.X) ~

,o,.J~ I (.JT1t.06.:;,

t~0\\C'\\-nt. r'\\~O ivi>\\

't'o CcJI'* ~f G;.c,,,.1/i.);:t:;p SJVIO l

I Sp

.... ie ;zo :00 ~-~.(:Ct--~

w--

2. 0.. -zB

f A).) fo f\\~ e:- (i;):L-\\w'~-0

~!l>>D "'-rU ~

~4-UkL 5'A,t.JO 5tc:wL f:.>.)et.:,.. Jl ~'-'9 I

Water Tabfe (~4 Hour)

.:sL Weter Table (Time of &oring)

PIO Photoioni:iotion Oategiori {ppm)

NO.

Identifies Semple by Num6er

z. TYPE Sampfe.CoUection.Method 0
rv1 SPt.tT-
[I AUGER
~
BARREL
~
~
[I]
ROCK CORE I]
CONTINUOUS SAMPI..ER Kl No
~RECOVERY PEPTH.. Depth Top end Bottom of Sample REC.
Aduo! ~cngth of Recovered Semple in Feet 5:-v GRAPHIC LOG LEGEND DATE. ORILL.EO f PAGE*,
..,.~.....,_.;;;.----..;.:.::.:...=-=:::.:.::..::-----1°1'3o)c2.
1 of t ClA"
&n1 foelUBRlS
!":'=-~~,..,...,._--'-------'
1 l!?S MIUJNG ME:J'HOO
[I] SllT
~SANO mGRAVfl
~~IB
~
Cf.AYfY lIDJ SUT
§ HGilY
)f 5 A
.UIC(Pfl'T} t;ORi::
. ~U.::-iEn=-=:BV,,.,.-______
~SANPY
~CLAY
~
CLAYEY
~
SANO
LOGGEDBY E'.XlonNG GRAD& £L.DIATION U'T. AMSU LOCA, TIO.NOR GAU) COOROINAT£S
SOIL BORING LOG..,.
,,:.*.* SUe5l0Wrf L.OCA1'lON BORJNG NUMBER DEPTH IN FEET UTHOLOGIC DESCRIPTION ls UN~~ Pio so1L SAMPLE
~--
FlilD DYl'f>
(ppm) u"'. ~-
REMARK$ OR FIS.O OISERV ATIONS a.ASS.
n.lVJ ITV DEPTH Rec.
6-~ ' '&-l,O.s),) LLAj (10~ 3/,)
CL
~ '\\
\\\\\\
5 -= 4
J ' 11W VM.. j \\:;"' t (P,-,:o 5)>.JD ~
(,z_,zr 'I 0 /r>)
' r
_ 5-ec ; '5 *1 N-J *J fJ.-;\\ f;.µl ro Mi-<lvl'\\
C, !Z)YVv L <; !V-J;'.)5'
~,o T.4.>J (l\\~VM &ti--..N~P lO ~
,~D lb*-15 5,A.>Jo A

~
. ~£ w mJ
,SoM ~ n ~~
.... Y.iw ~~0 C.v~; s~e::,~
ro -
~
l J::*'*215 1
T1-v) V£~ Fi,;Jt..To
,"'1,(.0._;,i"\\ (;;v,r;vlW s!V-'D Water Table (24 Hour)
Wotcr Table (Time of Boring)
Photoionizcrtion Detection {ppm)
Jdentifies Sc,n~le by Num6er Somple Collection Method r
[gJ ~~
[) AUGER
[I]~
l&o IJ~ [SJ r&oVERY DEPTH. Depth Top end Bottom of Sampl*
REC.
Acfuc:d \\.en;th of Racover~d Sample in Feet
((II SILT Im.SAN!)
f§~YEY
~G ~
El.QiATTQN fF'T, AA48U 1-0CATIOH°" GAU) CQORDIH41'£S
SOIL BORING LOG..
LOCATION L/ /YJ A /2./J. o A.I BORING -r~ -0/
NUMBER
/ 0 DEPTH IN FEET UTHOLOGJC DESCRIPTION
~
UNfFtED Bl.OWS PIO i:g SOIL PER
~...,
FIElD FOOT (ppm) o OASS.
I
_ C 41\\'YS, S 1'-7j.i4ocµAI_,
_ 5°'/~ o/¥ J :,OFT TtJ
- V $'I p1PJV1 111¥ /t(Ji:rT s,
/441ST
~
-;p.,.AN1ITUJ/IJ rlewt Gc..A...,VV '$"l1-T ru "-'TY
~
/r,'/1),, i//Jlf./A' 6llr ( fJt..C A
-:SAIID, $ I L.."f"1,, Sal l,ltr 0 fl.N.l'ef? J -'-,S.., p. 't'/i'.,,
Poo ~
y ~tit e-,,v-r tr0)
~JNtl1 /100/l..L"'t 6R.AOGr'D.,
1::X). 'I l----
--- HAP..Osrl..,..,-.oA,.t;"
3-
~
.:t:.
SL PIO NO.
~ TYPE CB" M tr /JT Bf) '4tf O tr P T'tf Water Table (24 Hour)
Water Table (Time of Boring)
Photoionjzaticn Detet:tion {ppm)
Jdentifies Sample by NumE:ier Sample Collcdion*Method 4.
~
. ~
~.. **
". I 11
~
r
. f
~.
~ *
" \\
~. '
~.
~
~
~
IVl SPLIT-
~
BARREL
[IAUGER.
[I]
ROCIC CORE tS I
THIN-I] CONllNUOUS Kl NO
~1~l.EO SAMPU:R
~
RECOVERY DEPTH. Depth Top ond Bottom of Somple REC.
Adual ~enijth of Re~over-ed Sample in feet i--
i---
~
r--------
r----
r--
t---
r--
r--
~
mGRAVeL
~
SILTY
~CLAY l.trfi ClAYEY t1]lJ SILT SOIL SAMPlE NO.
~
DEPTH REC.
t--
i-
~
CLAYEY (gSANO REMARKS OR FJELD OBSERVATIONS O,'!I--T.s F
/.0,SF t,AJ/'rH
()1Jc::l',6T p f:j/Jrr,w~* t.
~* ""G CRAUII. ~L..E.\\/4T10.N IFT. AMSU LOCA n0N OR GRIO COORDINATES
SOIL BORING LOG LOCATION q,n J! llJ(.(:) w BORING NUMBER
/
~ -() ~
DEPTH IN FEET
!:l UNIFJED BLOWS LITHOLOGIC DESCRIPTION f 8 SOIL PER
~....
FIBD FOOT c,
a.ASS.
- C..I..AY,;;,-y SI '-1,1 8('-o vJII
- > 'YR. 3/"i I S.oFT To
= Fl/l.N w/ Ac:>>r.S
fA01,,fT
-fM,v,:1r1<> N ~~l..,Y SIL..T To is AN'O fl-"/ d'J L.T

~ *:
fl t-1\\.1 A. c, 11 t!l:J 40 If.,
~,,~ ;_
~
-s" "'o / 'S,. NtJ &7aN,,, 11 er 'I :.. * * ~
fb:),-.a.-, t:.Q1t rAIT ID~ :s OF 7.
~ :"'."
tJM,l'-'t:.lii °J*f'YA..¥/h io ~ ;":*
~fYIL'l/"i'~ D/1;,.V
,r
J Fl 115 A!):; A..'-"'I 6 Mo 6"0
l. -
~
Pl..1t7Y-,,..
- NIINJv/1...
l,ftl/ 1> fl? TH PIO (ppm)
I--- -
SOIL SAMPLE NO.
~
DEPTH REC.
~ -
REMARKS OR FIElD OBSERVATIONS 1.s*,.:,F vv/
POCkwT' PF /l~/1..Qft tse 111,:
-C','!r' -r-S'F w/ -
P*<1t1,trr pr,.1 rr tto M er,,re..
'f,.r;- TSF
~
.1 Water Table (24 Hour)
GRAPH*C LOG LEGEND OA TE Ofllu.EO IPAGE I of
~/z.9/1-t
sL Water Table (Time of Boring}
~ClAY Ii O!BRJS PIO Photoionizcrtion Detedion {f Pm)
FIU.
I.INILUNG MIi.i !"100 NO.
Identifies Sample by Num er ill] SILT
~11.'GHlY PV$ff S1 Sl9MPL*~
z TYPe Sample Colle(:'tlon Method
~~l) 0 ORILLl:.U tJY
[)AUGER
~
SAND
~SANDY I..AY Air C.A'/IJST d/41SV Al ice ~
SJ>LJT.
II] ROCK CLAY
~
BARREL CORE m
GRAVEL
~CLAYEY l-OCGEOEIV Jgpp L,.,,"'
ca..
SANO
)( l'IHJN*
Ill WALLED I] CONTINUOUS
[SJ NO
~SILTY EXlSTING GRAD£ ELD'ATION {FT, AM6W TUBE SAMPLER RECOVERY CLAY m
ClAYEY D
DEPTH_ Depth Top and Bottom of Sample SILT LOCATION OR GRJD COOROINAT£$
REC.
Actual Length of Recovered Satnple in Feet
APPENDIX B -WELL INSTALLATION FORMS
MONITORING WELL INSTALLATION DIAGRAM Protective Pip*----------
,----.. *. ____.. -*Cuing Cap Vent? Yes [Kl No O Yet lKJ No O
~------ Q
--~~--- ~-Lock? Yes@ No D Steel 3'.)
PVC O
.,..-,Weep Hole? Yeo 111 No 0 Sorv~yfog Pin ? ---
f
//,....
Concrete Pad 4*
'Ft. x 4 Ft. x.,.
lncheo Yu ~
No O -----
---=
.,.,,, ~----
DRILLING INFORMATION:
Con,crot Cement/Sentonfto Grout Mix Yeo i:l No 5.5 Gallone, Water to 94Lb. Bag Cement&.
3-5 Lb.. Bentonite Powder Other; ______ _
Bentonite Stal Pellet3 ti]
Slurry Filtor Pack Above Screen FILTER PACK MATERtAL.
smca sand gi Wathod. Sand 0 Pea Gtavel 0 Other: _____ _
2.
3
z_c
-Denu Phaao Samplins C\\lp 05 Ft. * ~.'*
Bottom Plug
+-*
Yu Kl No O
,/ >
Ovordrllled. Material 1
Sa.ckflll o.1.S'" Ft. f I
Grout O Sandi]
1 Caved MaterJaJ O I
Other: _____ _
DEPTH I -
FROM I ;. Borehole Diameter=--"'-- lnchea.
~~~ir 6rs1~~
2.. Were Ot111ing Additivee Uaed f Yoe ~l No 0 7c' 7.s I
Revei't O BentoniteO Water~
Solid Auger O Hollow Stem Auger 0
3. Waa Outer Steal Casing Used t Yes O No~
Oeptha:; NA to
/VA Foot.
4. Borehole Oia.m&ter for Outer Ca.alng Q"1Atnchea.
WELL CONSTRUCTION INFORMATION:
I.Type of Cuing: PVC Galvanized O Teflon D Stainiesa O Oth.r __________ _
2.. Type ot Cuing Jolnta: Screw-Couple "2']
Glue-Couple O Other ____________ _
3.. Typo of WeH Sci-een; PVC !i1 Galvanized D Stainlua D Teflon D Othel" ______ _
4. Diameter of Cuing and Well Screen:
Casing
2.
lnch*Oi screen '2. "
Inches.
5.. Slot Sin of Screen;
6. Ty,>e of' Screen Pei-f ora.tion: Factory Slotted iJ Hackaaw O Drilled D Other ______ _
7. !natalled Protector Plpe w/Lockz Yea ~ No D WELL DE*VELOPMENT INFORMATION:
J.. How wu Well Developed ? 81.illng O Pumping ~
Air Sw-ging (Air or Nitrogen) 0 other ___ _
2.. Time. Sptnt on Well Oevelopme.nt f 1
/,
C>
M h1utta/Houta 3.. Approximate Wate.r Volume Removed ?,.Jj)Q_ Ganone
4. Water Clarity Before Development 1 Clur O Turbld O Opaque iilf
5. W1.ter Clarity After Development ?
Clear [8J Turbld D Opaque O
6. Old Water have Oder?
Yu D No [i.l tr Ytt. Describe __________ _
7~ O.id Wgter,havo any Color? Yts O No.t8J If Yea
O&letibe __________ _
WATER LEVEL INFORMATION:
Water Level Swnrnaey (From iop of Cu1ns)
Ourint Orillint U
C c1 Ft. Date :(/Z-7: 1/t Btfore Development,*1. 2 '
F"t. Date * '1 h.:1kt.
After O1v,I0pn)1nt t $.c '
F,:.. Oa te q/1;1 /rt Drlll1r/Flrm A. ~t41 tAY'tJ*2*
Drill.Crew u. &61"~$
Drill Rig T~pe CML Date: ~natalled Wen No.
I :,I,/
Hydrologiat *'B~ *B,t.11flwJ
MONITORING WELL /NSTALLA TION DIAGRAM Protective Pipe--------
____.. -*Ca.sing Cap Vent? Yes D No Yee (i'J No O
-1/2-....... -.. _~--~-.,.....-...
--*--Lock? Yes O No D Steel ~ PVC O
.... weep Hole ? Yea D No 0 Surveying Pin ? ----.
F
.,,,.,,,.,....... Concrete Pad 4*
Ft..x 4
Ft. x *k\\
lnchea Yu [El No D
/
Cof\\Cret~
Cament/Sentonfto Grout Mix Yee 00 NoO S.5 Gallong Wator to 9 4 L.b. 8ag Cement &
3-5 Lb. Sonton1to Powder Other: ________ _
Bintonlte Seal PeUtto tll
$lurty0 Filter Pack Above Scr-een FIL TEfl PACK MATERIAL Sili c:a Sa.nd
~
l.
Ft. :*;
~~
_,.. __ -(:,
W uhod Sand D
\\ \\L.
Pta Gravel 0 Other: ______ _
Dente Phue Sampling Cup Bottom. Plug
-t-Q
'5 Ft. *_,.
Yu fil No O
~
1
"":_:-~;;.....:-i OvtrdrlUod*M*terial DEPTH FROM BELOW TOP OF GRAOE CASING 8ackfUI l. $
Ft. j Grout D Sand~
1 ~*-*--*- i Z:5.o 1
C1ved Material O I
Other: _____ _
DRILLING INFORMATION':
I
Borehole Diameter= __ l_o_, -
lnche.a.
2.. Were Drilling Additives Uatd?
Voam No 0 Revert O Btntonite O Water (Rl SoUd Auger O Hollow Stem Auger ~
3. Wu Outer Steel Cuing Uaad t Yes O No[Xl Depth=
tJ~
to Nt,,,.
Foet.
4. Bortholt Ola.rn&ter for Outer Catfng 6fl/JIJ lncha.a.
WELL CONSTRUCTION INFORMATION:
I.. TyPe of Ca,Jng: PVC '@
GaJya.nized O Toflon 0 Stalnleaa D Other _________ _
2.. Type of Cuing Jolnta; Screw-Couple iE Glue-Couple D Other __________ _
3.. Type of Well Ser-een; PVC ~ Ga.lva.nlzed 0 StainJna D Te.11on O Othe.r __________ _
4-Diameter of Casing and Well Screen; Cuing 4 "
lnchu. Sereen 4 t Inches.
5.. Slot Slza of Screen:
s. T~pe of Screen ?erfc>ration: Fa<;tory Slotted Lil Hacku.w O Drilled O Other-______ _
7.. installed Protector Pipe w/Lock: Yea \\RI NGO WELL DE*VELOPMENT INFORMATION:
I.. How wae Well Ooveioped '! Saillng O Pumping fEJ Atr Sur~in9 CAir or Nlmgw ~ Other ___ _
W,t(,,65 1.X';t.;,W n-KLH R,..-.pw 2.. Time Spent on Well Development?
--Z..
/. O Mlnutn/Hout~
3. Approximate Water Volume Removed ? ?.5" GaUona 4.. Water Clarity Before Devetopmtnt r Clear O Tutbld D Opaque [kl
5. We.ter Clarity After Developmtnt 'l Clear D Turbid O Optque IRl
e. Old Water have Odu?
Yu D No ti]
It Yu, Dtacribt __________ _
7. Oid Water*hav* any Coloi-? Yts i'.I No O tf Yea, Oescribe_'.'.24-0
**:::.a* =* i..;;
WATER LEVEL INFORM A 1/0N:
W1.tit Level Swnrna,ey (From Top of ca,lng) t)u,-ing Drilling
~, S '
Ft.. Date '1/ wl1t.
8ef0te Development 15 0 t Ft. Date
q11:1',?.
Art,r Development l6
1 Ft. Date qh:1/tt.,
Orlllet/F,rm A. c.{\\~,yg '
Drill Rig Type _CJ.A_
._* _f._. ____ Olltt.',nttallect _....19:.-fi..
t~~ _/t,.;::z ______ _
Orm.Cr*w
.(_ ~..At..L9 Well No..
.. GE* BAI* 01 HYdroloaiit B, &.r,rA-.W
MONITORING WELL INSTALLATION DIAGRAM Prohetive Pipt-------.---

*Casing Cap Vent 1 Yu 621 No O Yea ID No D 1------ Q --~~=-----Lock 7 Yea Iii No D Steel~ PVC D

_ -, --t

.,..,,Weep Hole? Yes txl No 0 Surveying Pin ? - - -.
. 6,O
,,,...,,,/'
Concrete Pad 4
Yu fgJ No D
..., ____ --~
Cemoot/Bentonlte Grout Mix Yte O No~
5.5 Gallon.$ Water to 94Lb.. Baa Cement&.
3-5 Lb.. 8entonlte Powder Other:.. (.~Jul.C£rt...
Bentonite Sul Pellett [g}
Slurry O Filter Pack Above Screen FILTER PACK MATERIAL Silica Sand El Wuhed Sand 0 Pea Gravel 0 Other: ______ _
Sand Siu 40"' 4C
'2.,S
2.
Ft. :*.
-+--""f:
Denae Phaa* Sampling Cup Ft. * :_.*.
o,s*
Bottom Plug
+---
Yo (!J No
!~:_:.;;iic;s:::;.....i..,.
OverdrUlod M11,terial Backfill e,. $"' Ft. J Grout O Sand 121 t
{ _
_J Caved Materf1t O
......,_ ___ l..., ____ _;
Othe~------
DEPTH FROM BELOW TOP OF GRADE CASING 5.o I
4.s' Ft. x 4 ft. x
<t-lnchn DRILLING INFORMA TlON':
l. Borehole Diameter-::=
lO
Jnchea.
2;. Were DrlUing Additlvea Und t YH l?il No 0 Revert D Stntooite O Watftt' ~
Solld Auger O Hollow Stem Auger O
3. Wu 01.lter-Steel Ca1ing lJ:aed? Y** 0 Nom O&pth= _ NA to NA.
Foet.
4. Borehole Dia.meter tor Outer Casing NA lnehH.
WELL CONSTRUCTION INFORMATION:
I.. Type ot Oailn9: PVC tx, Galvaniz*d O Teflon 0 Stalnleaa O Other _________ _
2.. Type ct Casing Jolnb: $crew-Couple rR'.1 Glue-Couple D Oth*r _________ _
3.. Type of Well Scr*en; PVC ill Galvanlzod 0 Stainleua D Teflon D Other ______ _
4. Diameter of Casing and Well Screen:
4 11 A
Caaing ____ lnch*~ screen...,,
inehea.
5. Slot Size ot Sere~n:
6. Type of Screen Perforation: Faetory Slotttd 00 Hack1aw O Drilled D Other ______ _
7. ln#tAJled Prot*ctor Pipe w/Lock: Yei fi1 No O WELL OE*VELOPMENT INFORIIA TION:
t
How wa& Well Developed ? Bailing O Pumping Ii]
Alr Surglns*cAir or Nlttogw ti}
Other ___ _
Wrt,.u... Sw~Baw, x:;Hf;.v p.,;i.-\\.9J;,,D
2. Time, Spent on Wall Development !
_ ___.t __ /, 3c Minutea/Houra
3. Approximate Water Volume Removed ? I *15 Ga.Ilona
4. Water Clarity Befort Development f Clear 0 TUtbld O Opaque IJJ
5. We.tor Clarity After Development 1 Clear i(l Turi>ld D Opaqut 0
6. Did Water have Oder 1 Yo* D No IXl If Ye,,.Ooacribo __________ _
7~ Did Water-have any Co!or? Yes D No lg]
If Yea, Oetcribe ------------
WATER LEVEL INFORM-A TION:
Water Level Swnmar, (From Top ot 0111119)
During Drilling. "1 -~'
Ft. Date 9 (t9 lrL Before Development IL 80 1
Ft. Date Cf hf', I rt Aft*r Oevetopm1nt 11.qo' Fi.. Date 'IJtt;/n..
Orlfler/Ffrm A(f C.t~~
Drill Rl9 Type Cf\\o'\\fl Oato: ~nata,lled q/ulrz DdU.Crew
( _, ~$
Well No. (;l.. kiA -0 I Hydrotogiat
~. \\S~ rv-w-,
MONITORING WELL INST ALLA T/'ON DIA GRAM Protective Plpe-~----- ___
~---- -----Casing Cap Vent? Yes Isa No 0 Yu 00 No O
~------9!--'~;.....&..---------"L0¢k? Yes {51 No 0 Steel ~ PVC O
... Weep Hole? Yes ~ No 0 Surveylog Pin ? -- -
z.,"i
__,.,,,,,.,...,,-,,.. Concrete Pad 4
Ft.. x
,4 Ft. x
~
lnchei Yu@
No O ------
DRILLJN_G_. -,-N-F-ORMA TION:
Cemont/Bentonf te Grout Mix Yea D Nof.(l 5.. 5 Ga.lions Water to 94Lb. Bag Cement &.
3-5 Lb. Bentonlte Powder OtMr: Ci:>,*JC.,,.1...,~-(£..
8entonite Seal Filtet Pack Above Screen FILTER PACK MATERIAL.
SHica Sand 00 Washed Sand 0 Pea Gravel 0 Other: ______ _
Sand Size _Z_o_* *_-4_c_' __
Grout O Sand @
Caved Material D Other: _____ _
~-... '
~ -:*:
l.
Ft. t,: :~
V'*
-~'
... *Jr
~..
DEPTH FROM BELOW TOP Of GRADE CASJN G o
2.s' I :;. Borehole Diameter..:::
{c Inches.
2. Were Drilling Additfvoe Used?
YeaK)
No D Revert O Bentonite O Water~
Solid Auger D Hollow Stem Auger [E 3.. Wu Outtr Steel Cuing Used? Yea D No@
Depth=. IV4 to NA Feet..
4. Botehole Dia.me.hr for Outer Casing fJ A tnche~.
WELL CONST.RUCTION INFORMATION:
I.. Type of Cuing: PVC [i1 Galvanized O Teflon 0 StaJnlesa O Other _________ _
2.. Type or Cuing. Joinb: Screw-Couple Isa Glua-Couple D Other __________ _
3. Type of Well Screen: PVC @
Galvaolz.od 0 Stainless O Teflon O Other ______ _
4. Diameter of Ca~ing and Well Screen:
It Ca.sing v
lnche8. Screen l, Inches..
5. Slot Size of Screon:
6. Type or Screen Perforation: Factory Slotted *RJ Hacksaw O Drilled D Other ______ _
7. Installed Protector Pipe w/Lock: Ye$ {i] No O WELL DE 0VELOPMENT INFORMATION:
I. How was Well Oevaloped ! 8a.illng O Pumping *~
Air Surging (Air or Nitrogen) IE Other ___ _
\\1-}4,c.l.. -SwA;M~. 'Tffl?:Y ev~rt:to
2. Time Spent on Well Davelopment ?
i
-z.o

,L'-~-- Mlnutea/Houro 3.. Approximate Water Volume Removed ?. too Gallon,

4. Water Clarity Befort Development 1 Cltar Turbid D Opaque tX]
5~ Water Clarity After Development 'l Clear IE Turbld D Opaque D
e. Did Water have Ode<<<?
Yas D No~
If' Yes, Deicribe __________ _
7. Did Water-have any Color? Yes O No{!)
If YH, Describe ___________ _
WATER LEVEL INFORMA TJON:
Water Level Summary CFrcm Top of Cuing)
During Drilling J **a' Ft. Date CfJ~I n-.
Before Oevel0pm~nt U. 1¢'
Ft. Date * ~ i~h-t After Development lOr '1.;;
Ft. Oa te <l I >si>/t t Driller/Firm A. C.4~
Drill Rig Type ~t Oato* tnatalhtd Drill Crew __._C_, _&_
o_,v_*_~_
._* *_~ _____ Well No. __
,._.,.._,l
... __. at_
_t _____ Hydrologist
)"?> P~**~~
MONITORING WELL INSTALLATION DIA GRAM Protec.tlve Pipe-------- ---
. _... ~-~caaing Cap Vent? Yos riJ No D Ye, D No O t
--:==-----Loek? Yea rB No. 0 Steel O PVC O
~ r.~
.,.,.....weep Hole? Y~s ~ No 0 Surveying Pin? ---
"2,. -~
Concrete Pad Ft. x 4
Ft. x lnchaa Yea O No O
/
DRILLING INFORMATION:
DEPTH FROM I
Borehole Olametel"-:
\\0-*
lnchea..
Con.<:ret
~~~g: 6rs1~~
2. Were Drilling Addltivee Uaed t Yu~ No 0 Catnont/8entonlto Groot Mix Yu O No@
5.5 Ga.lions Water to 94 Lb.. Bag Cement &.
3-5 Lb. Sentonfte Powder Other: ( uUUL~rE Bentonlte Seal PeJleta fil SIUN"10 Filter-Pa.ck Above Screen FILTER PACK MATERIAL.
Silica Sand 00 Wuhed Sand 0 Pea Gravel 0 Other; ______ _
Sand Si2.0 1..b* 4 0 N A 3
2D Ft. **
.Donu Phue Sampling Cup Q~ c; Bottom Plug.
+-*::
Yea il No O
~. _.-;a;;::....... -1 OVerdrlUed,Mittrlal j
Backfill 0,-Z:S Ft. l l
Grout D Sand IKJ I.
f.
I y
_)
Z.11$
Ca.vad Material O Other; _____ _
3o' Revert D Sentooite O Water I&\\
Solid Auger D Hollow Stem Auger f&l
3. Wu Outer Steel Cuing Uaed f Yes O Nof?J Depth=
f..J A to
/JA Feet.
4.. Borehole Oia.m&t~r for Outer Cufng "Ht lnctia~..
WELL CONSTRUCTION INFORMATION.:
I.Type or Caelng: PVC Kl Galvanized D Teflon D Stainlesa D Oth*r ____________ _
2. Type ot Caaing Joints: Screw-Couple @
Glue-Couple O Other---------,..---
3.. Type of Weil Sereen; PVC \\Kl Galvanized 0 Stainlen D Taflon O Othlll" ______ _
4. Diameter of Cuing a.nd Well Screen:
Cuing
2. :,
Inches.. S~teen 2.
lnchee.
5. Slot Slzo of Screen:
6. Type of Serean Perforation: Factory Slotted t&1 Hacksaw O Drilled O Other ______ _
7.. Installed Protector Pipe w/Lockz Yes lJ5l No O WELL DE-VELOPMENT INFORMATION:
r. How wa.a Well Oevelt>ped ? S.illng O Pumpfng ~
Air Sc,gin9 (Air or Nl~en) RJ Other ___ _
~4 i ~-'t\\{of#Q *rU:w.. pc.1.1'4fs:4
2. Tima Spent on WeU Development f I
I D

I.---- Mlnutea/Houta

3. Aps,roxJ.~te Water Volume Removtd ?. thO. Ga,.U~n*
4. Water Clarity Befort Development t Cl11.r D Turbld D Opaque fg]
5. Water Clarity Aft*r Development '/
Clear fil Turbld O Opaque D
6. Did Water h.ave O<<.r ?
YM D No El If Yea, Doctibt _____________ _
7. Old Water-have any Color f Yes O No [81 If Yea, Oeacrlba ___________ _
WATER LEVE.L INFORMATION:
W1.ter Lt,vel Strninaey <From Top of C.tin~
Ourlng Orillina
'7 -0 ~.
Ft. Date '-1l&/a:.
Befort Developmtnt ll>,i?J J Ft.. Date
qJ~l1t..
After' OevtJopm1nt 10l f I
Ft.. Datt 'f /30/,z.
OrUler/F'Jrm _ __:A;..:._
...;.;;~=-..;;;:
:.;.;;.,a:;;U..A=-::
------- Drill Rl9 Type _o_
, *,_\\_fl_*----- Oate:,natalled ____ q_/_s_o_A_J.z. ____ _
Drm,Crew ___ c_~.. _fu_
_>.J_Z.f,\\._*_L_t-?_, ------ Well No. __,_..,..._.'"'i_._i, ______ Hydrologiit __
B_
. *...... _Bi-t.........,.rt_.~_
_v_" ___ _
APPENDIX C - BURIAL AREA #1 AQUIFER TEST RESULTS TABLES C-1 Slug Test Data - 02Wl O - Slug In C-2 Slug Test Data - 02Wl O - Slug Out C-3 Slug Test Data - 02Wl 3 - Slug In C-4 Slug Test Data - 02Wl 3 - Slug Out C-5 Slug Test Data - 02W26 - Slug In C-6 Slug Test Data - 02W26 - Slug Out C-7 Slug Test Data - 02W28 - Slug In C-8 Slug Test Data - 02W28 - Slug Out C-9 Slug Test Data - 02W39 - Slug In C-10 Slug Test Data - 02W39 - Slug Out C-11 Slug Test Data - GE-BAI Slug In C-12 Slug Test Data - GE-BAI Slug Out C-13 Slug Test Data - TMW Slug In C-14 Slug Test Data - TMW Slug Out FIGURES C-1 Depth to Water and Drawdown vs. Time - 02W10 - Slug In C-2 Depth to Water and Drawdown vs. Time - 02W10 - Slug Out C-3 Depth to Water and Drawdown vs. Time - 02W13 - Slug In C-4 Depth to Water and Drawdown vs. Time - 02Wl 3 - Slug Out C-5 Depth to Water and Drawdown vs. Time - 02W26 - Slug In C-6 Depth to Water and Drawdown vs. Time - 02W26 - Slug Out C-7 Depth to Water and Drawdown vs. Time - 02W28 - Slug In C-8 Depth to Water and Drawdown vs. Time - 02W28 - Slug Out C-9 Depth to Water and Drawdown vs. Time - 02W39-Slug In C-10 Depth to Water and Drawdown vs. Time - 02W39-Slug Out C-11 Depth to Water and Drawdown vs. Time - GE-BAI Slug In C-12 Depth to Water and Drawdown vs. Time - GE-BAI Slug Out C-13 Depth to Water and Drawdown vs. Time - TMW Slug In C-14 Depth to Water and Drawdown vs. Time - TMW Slug Out AQTESOLV OUTPUT
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time {s) llw. Level {tt)II 0.0 12.19 0.6 12.19 1.0 12.17 1.5 12.19 2.0 12.19 2.5 11.63 3.0 11.82 3.5 11.21 4.0 10.93 4.5 11.07 5.0 11.27 5.5 11.37 6.0 11.14 6.5 10.77
7. 0 10.96 7.5 11.40 8.0 11.47 8.5 11.41 9.0 11.55 9.5 11.56 10.0 11.59 10.5 11.75 11.0 11.58 11.5 11.62 12.0 11.63 12.5 11.65 13.0 11.75 13.5 11.68 14.0 11.69 14.5 11.75 15.0 11.71 15.5 11.73 16.1 11.74 16.6 11.75 17.0 11.75 17.5 11.76 18.0 11.77 18.5 11.77 19.0 11.78 19.5 11.78 20.0 11.79 20.5 11.80 21.0 11.80 21.5 11.81 22.0 11.81 22.5 11.82 23.0 11.82 23.5 11.82 24.0 11.83 24.5 11.83 25.0 11.83 25.5 11.84 26.0 11.84 26.5 11.84 27.0 11.84 27.5 11.84 28.0 11.85 28.5 11.85 29.0 11.85 29.5 11.86 30.0 11.87 30.5 11.87 31.0 11.87 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W10 - SLUG IN Cimarron WA Date:
02W10 (Slug In)
Static Water Level:
22.38 Screen Length:
8.75 Slug Volume (ft3):
14:05 Slug Type:
15:14 Recorded by:
Time {s) llw. Level {ttMI Time {s) llw. Level {ttMI Time{s) llw. Level {ft)II Time{s) 31.5 11.87 95.0 I
12.03 720.0 12.17 32.0 11.87 100.0 I
12.05 780.0 12.18 32.5 11.87 105.0 12.04 840.0 12.18 33.0 11.88 110.0 I
12.04 900.0 12.18 33.5 11.88 115.0 12.05 960.0 12.18 34.0 11.88 120.0 12.05 1020.0 12.19 34.6 11.88 125.0 12.05 1080.0 12.19 35.0 11.89 130.0 I
12.06 1140.0 12.19 35.5 11.89 135.0 I
12.06 1200.0 12.19 36.0 11.89 140.0 I
12.07 1260.0 12.19 36.5 11.90 145.0 12.07 1320.0 12.20 37.0 11.90 150.0 I
12.07 1380.0 12.20 37.5 11.90 155.0 12.07 1440.0 12.20 38.0 11.90 160.0 12.08 1500.0 12.20 38.5 11.90 165.0 12.08 1560.0 12.19 39.0 11.91 170.0 12.08 1620.0 12.20 39.6 11.91 175.0 12.09 1680.0 12.20 40.0 11.91 180.0 12.09 40.5 11.91 185.0 12.09 41.1 11.92 190.0 12.10 41.5 11.92 195.0 12.10 42.0 11.92 200.0 12.10 42.5 11.92 205.0 12.10 43.0 11.92 210.0 12.10 43.5 11.92 215.0 12.11 44.0 11.91 220.0 12.11 44.5 11.92 225.0 12.11
45. 0 11.93 230.0 12.12 45.5 11.93 235.0 12.11 46.0 11.93 240.0 12.11 46.5 11.93 245.0 12.12 47.0 11.93 250.0 12.12 47.5 11.93 255.0 I
12.12 48.0 11.94 260.0 I
12.12 48.5 11.93 265.0 I
12.12 49.0 11.94 270.0 12.12 49.5 11.94 275.0 12.12 50.0 11.94 280.0 I
12.12 50.5 11.94 285.0 12.13 51.0 11.94 290.0 I
12.13 51.5 11.94 295.0 12.13 52.0 11.95 300.0 12.13 52.5 11.95 315.0 12.13 53.0 11.95 330.0 12.15 53.5 11.95 345.0 12.14 54.0 11.95 360.0 12.14 54.5 11.95 375.0 12.15 55.0 11.95 390.0 12.15 55.5 11.95 405.0 I
12.15 56.0 11.96 420.0 I
12.15 56.5 11.95 435.0 12.15 57.0 11.96 450.0 12.15 57.5 11.96 465.0 12.16 58.0 11.96 480.0 12.17 58.5 11.96 495.0 I
12.16 59.0 11.96 510.0 12.16 60.0 11.96 525.0 12.16 65.0 11.97 540.0 I
12.16 70.0 11.99 555.0 I
12.16 75.0 11.99 570.0 12.16 80.0 12.00 585.0 I
12.16 85.0 11.73 600.0 12.16 90.0 12.02 660.0 12.17 10/17/2012 12.33 14.25 ft 0.039 ft3 Mechanical BNB/Troll llw. Level {ttMI Time {s) I W. Level (ft Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time {s} llw. Level {ft}il 0.0 12.63 0.6 13.25 1.0 13.17 1.5 13.29 2.0 13.16 2.5 13.12 3.0 13.09 3.5 13.09 4.0 13.08 4.5 13.07 5.0 13.02 5.5 13.05 6.0 13.03 6.5 13.03 7.1 13.01 7.5 13.00 8.0 13.00 8.5 12.99 9.0 13.43 9.5 13.57 10.0 14.10 10.5 14.12 11.0 14.10 11.5 14.09 12.0 14.09 12.5 14.07 13.0 14.06 13.5 14.05 14.0 14.04 14.5 14.04 15.0 14.02 15.5 14.02 16.0 14.01 16.5 14.01 17.0 14.00 17.5 13.99 18.0 13.98 18.5 14.00 19.0 13.99 19.5 13.98 20.0 13.98 20.5 13.97 21.0 13.96 21.5 13.96 22.0 13.94 22.5 13.94 23.0 13.93 23.5 13.93 24.0 13.92 24.5 13.92 25.0 13.91 25.5 13.91 26.0 13.90 26.5 13.89 27.0 13.89 27.5 13.88 28.0 13.87 28.5 13.86 29.0 13.86 29.5 13.85 30.0 13.84 30.5 13.83 31.0 13.83 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RES UL TS - 02W105 - SLUG OUT Cimarron WA Date:
02W1 0 (Slug out)
Static Water Level (ft):
22.38 Screen Length (ft) :
8.75 Slug Volume (ft3):
14:05 Slug Type:
15:14 Recorded by:
Time {s} I W. Level (ftl Time (s)
W. Level (ftl I Time {s} llw. Level {ft)li Time {s}
31.5 13.83 95.0 I
13.14 720.0 12.39 32.0 13.82 100.0 I
13.10 780.0 12.39 32.5 13.81 105.0 I
13.06 840.0 12.38 33.0 13.81 110.0 13.03 900.0 12.38 33.5 13.80 115.0 12.99 960.0 12.38 34.0 13.79 120.0 12.96 1020.0 12.38 34.5 13.79 125.0 12.93 1080.0 12.39 35.0 13.78 130.0 12.90 1140.0 12.38 35.5 13.77 135.0 12.86 1200.0 12.38 36.0 13.76 140.0 12.84 1260.0 12.38 36.5 13.76 145.0 12.81 1320.0 12.38 37.0 13.75 150.0 12.79 1380.0 12.38 37.5 13.74 155.0 I
12.76 1440.0 12.38 38.0 13.74 160.0 I
12.74 1500.0 12.37 38.5 13.73 165.0 12.72 1560.0 12.38 39.0 13.72 170.0 I
12.70 1620.0 12.38 39.5 13.72 175.0 I
12.68 1680.0 12.38 40.0 13.71 180.0 12.66 1740.0 12.38 40.5 13.71 185.0 12.65 1800.0 12.37 41.0 13.70 190.0 12.63 1860.0 12.38 41.5 13.69 195.0 12.62 1920.0 12.38 42.0 13.69 200.0 12.60 1980.0 12.38 42.5 13.68 205.0 12.59 2040.0 12.37 43.0 13.68 210.0 12.58 43.5 13.67 215.0 12.57 44.0 13.66 220.0 12.56 44.5 13.66 225.0 12.56 45.0 13.65 230.0 12.55 45.5 13.64 235.0 12.53 46.0 13.64 240.0 12.53 46.5 13.63 245.0 12.52 47.0 13.63 250.0 12.51 47.5 13.62 255.0 12.51 48.0 13.61 260.0 12.50 48.5 13.61 265.0 12.49 49.0 13.60 270.0 I
12.49 49.5 13.60 275.0 12.49 50.0 13.59 280.0 I
12.48 50.5 13.58 285.0 12.48 51.0 13.58 290.0 12.47 51.5 13.57 295.0 12.47 52.0 13.57 300.0 12.46 52.5 13.56 315.0 I
12.46 53.0 13.55 330.0 12.45 53.5 13.55 345.0 12.44 54.0 13.54 360.0 12.44 54.5 13.53 375.0 12.43 55.0 13.53 390.0 12.43 55.5 13.53 405.0 12.42 56.0 13.52 420.0 12.42 56.5 13.52 435.0 12.41 57.0 13.51 450.0 I
12.41 57.5 13.50 465.0 12.41 58.0 13.50 480.0 12.41 58.5 13.49 495.0 12.41 59.0 13.48 510.0 12.40 60.0 13.47 525.0 12.40 65.0 13.41 540.0 12.40 70.0 13.36 555.0 12.40 75.0 13.31 570.0 12.40 80.0 13.27 585.0 12.40 85.0 13.22 600.0 I
12.40 90.0 13.18 660.0 I
12.39 10/17/2012
12. 33 14.25 0.039 ft3 Mechanical BNB/Troll llw. Level {ft~I Time {s} llw. Level {ft}!
Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time (s) llw. Level (tt)II 0.0 12.66 0.5 12.67 1.0 12.67 1.5 12.66 2.0 12.66 2.5 12.66 3.0 12.66 3.5 12.67 4.0 12.67 4.5 12.67 5.0 12.67 5.5 12.67 6.0 12.67 6.5 12.67 7.0 12.67 7.5 12.67 8.0 12.67 8.5 12.67 9.0 12.67 9.5 12.67 10.0 12.67 10.5 12.67 11.0 12.67 11.5 12.67 12.0 12.67 12.5 12.67 13.0 12.67 13.5 12.67 14.0 12.67 14.5 12.67 15.0 12.67 15.5 12.67 16.0 12.66 16.5 12.67 17.0 12.67 17.5 12.67 18.0 12.67 18.5 12.67 19.0 12.67 19.5 12.67 20.0 12.67 20.5 12.67 21.0 12.67 21.5 12.67 22.0 12.67 22.5 12.67 23.0 12.64 23.5 12.64 24.0 12.64 24.5 12.64 25.0 12.64 25.5 12.64 26.0 12.64 26.5 12.62 27.0 12.63 27.5 12.63 28.0 12.63 28.5 12.63 29.0 12.63 29.5 12.63 30.0 12.63 30.5 12.63 31.0 12.63 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W13 - SLUG IN Cimarron WA Date:
02W13 (Slug In)
Static Water Level (ft):
26.7 Screen Length (ft):
8.75 Slug Volume (ft3):
12:59 Slug Type:
13:30 Recorded by:
Time (s) llw. Level (tt~I Time(s) llw. Level (tt~I Time (s) llw. Level (tt)II Time (s) 31.5 12.62 63.0 I
12.34 94.5 12.49 180.0 32.0 12.62 63.5 12.34 95.0 12.49 185.0 32.5 12.62 64.0 12.34 95.5 12.49 190.0 33.0 12.62 64.5 12.34 96.0 12.49 195.0 33.5 12.61 65.0 12.35 96.5 12.50 200.0 34.0 12.62 65.5 12.34 97.0 12.50 205.0 34.5 12.61 66.0 12.35 97.5 12.49 210.0 35.0 12.61 66.5 12.36 98.0 12.51 215.0 35.5 12.60 67.0 I
12.36 98.5 12.50 220.0 36.0 12.60 67.5 I
12.37 99.0 12.50 225.0 36.5 12.59 68.0 12.37 99.5 12.50 230.0 37.0 11.50 68.5 12.38 100.0 12.50 235.0 37.5 12.52 69.0 12.37 100.5 12.50 240.0 38.0 11.02 69.5 12.38 101.0 12.50 245.0 38.5 10.74 70.0 12.39 101.5 12.50 250.0 39.0 10.76 70.6 I
12.39 102.0 12.50 255.0 39.5 11.27 71.0 I
12.40 102.5 12.51 260.0 40.0 11.25 71.5 I
12.40 103.0 12.51 265.0 40.5 11.25 72.0 12.40 103.5 12.51 270.0 41.0 11.72 72.5 I
12.39 104.0 12.51 275.0 41.5 11.71 73.0 12.40 104.5 12.51 280.0 42.0 11.52 73.5 12.41 105.0 12.51 285.0 42.5 11.79 74.0 12.41 105.5 12.51 290.0 43.0 11.86 74.5 12.41 106.0 12.51 295.0 43.5 11.89 75.0 12.41 106.5 12.51 300.0 44.0 11.99 75.6 12.42 107.0 12.51 305.0 44.5 11.94 76.0 12.42 107.5 12.52 310.0 45.0 11.96 76.5 12.42 108.0 12.51 315.0 45.5 11.99 77.0 12.42 108.5 12.52 320.0 46.0 12.01 77.5 12.43 109.0 12.52 325.0 46.5 12.03 78.0 I
12.43 109.5 12.51 330.0 47.0 12.04 78.5 12.43 110.0 12.52 335.0 47.5 12.06 79.0 I
12.44 110.5 12.52 340.0 48.0 12.08 79.5 12.44 111.0 12.52 345.0 48.5 12.09 80.0 12.44 111.5 12.52 350.0 49.0 12.1 0 80.5 12.44 112.0 12.52 355.0 49.5 12.12 81.0 12.44 112.5 12.52 360.0 50.0 12.13 81.5 12.44 113.0 12.52 375.0 50.5 12.14 82.0 12.45 113.5 12.52 390.0 51.0 12.16 82.5 12.46 114.0 12.52 405.0 51.5 12.17 83.0 12.46 114.5 12.52 420.0 52.0 12.18 83.5 12.46 115.0 12.51 435.0 52.5 12.19 84.0 12.46 115.5 12.52 450.0 53.0 12.19 84.5 12.46 116.0 12.53 465.0 53.5 12.20 85.0 I
12.46 116.5 12.53 480.0 54.0 12.21 85.5 12.46 117.0 12.53 495.0 54.5 12.22 86.0 I
12.46 117.5 12.53 510.0 55.0 12.23 86.5 I
12.46 118.0 12.54 525.0 55.5 12.24 87.0 12.47 118.5 12.53 540.0 56.0 12.24 87.5 I
12.47 119.0 12.53 555.0 56.5 12.25 88.0 12.47 119.5 12.53 570.0 57.0 12.26 88.5 12.48 120.0 12.53 585.0 57.5 12.27 89.0 12.47 125.0 12.53 600.0 58.0 12.27 89.5 I
12.48 130.0 12.52 615.0 58.5 12.28 90.0 I
12.48 135.0 12.54 630.0 59.0 12.29 90.5 12.48 140.0 12.54 645.0 59.5 12.30 91.0 12.48 145.0 12.55 660.0 60.0 12.31 91.5 12.49 150.0 12.55 720.0 60.5 12.31 92.0 12.48 155.0 12.54 780.0 61.0 12.32 92.5 12.48 160.0 12.56 840.0 61.5 12.33 93.0 12.48 165.0 12.55 900.0 62.0 12.33 93.5 12.49 170.0 12.55 960.0 62.5 12.34 94.0 I
12.49 175.0 12.55 1020.001 10/18/2012 12.68 14.25 0.039 ft 3 Mechanical BNB/Troll llw. Level (tt~I Time (s) llw. Level (tt)I 12.55 1080.0 12.60 12.56 1140.0 12.61 12.56 1200.0 12.60 12.56 1260.0 12.61 12.56 1320.0 12.60 12.56 1380.0 12.60 12.56 1440.0 12.61 12.56 1500.0 12.61 12.56 1560.0 12.60 12.56 1620.0 12.60 12.56 1680.0 12.61 12.57 1740.0 12.60 12.57 12.57 12.57 12.57 12.57 12.57 12.57 12.58 12.58 12.57 12.58 12.58 12.58 12.58 12.57 12.58 12.58 12.58 12.57 12.58 12.58 12.59 12.58 12.58 12.58 12.59 12.59 12.58 12.59 12.59 12.59 12.59 12.59 12.60 12.60 12.59 12.59 12.60 12.60 12.60 12.60 12.60 12.60 12.60 12.60 12.60 12.61 12.60 12.60 12.60 12.60 Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time (s) llw. Level (ftlll 0.0 12.66 0.5 12.66 1.0 12.65 1.5 12.66 2.0 12.66 2.5 12.66 3.0 12.66 3.5 12.66 4.0 12.66 4.5 12.66 5.0 12.66 5.5 12.66 6.0 12.66 6.5 12.66 7.0 12.66 7.5 12.66 8.0 12.66 8.5 12.66 9.0 12.66 9.5 12.66 10.0 12.66 10.5 12.67 11.0 12.67 11.5 12.67 12.0 12.67 12.5 12.67 13.0 12.67 13.5 12.67 14.0 12.67 14.5 12.67 15.0 12.67 15.5 12.67 16.0 12.66 16.5 12.66 17.0 12.66 17.5 12.66 18.0 12.66 18.5 12.66 19.0 12.66 19.5 12.66 20.0 12.66 20.5 12.66 21.0 12.67 21.5 15.86 22.0 14.74 22.5 14.29 23.0 14.17 23.5 14.08 24.0 14.02 24.5 13.96 25.0 13.90 25.5 13.83 26.0 13.77 26.5 13.72 27.0 13.67 27.5 13.62 28.0 13.58 28.5 13.54 29.0 13.50 29.5 13.46 30.0 13.42 30.5 13.39 31.0 13.35 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W13 - SLUG OUT Cimarron WA Date:
02W13 (Slug Out)
Static Water Level (ft):
26.7 Screen Length (ft):
8.75 Slug Volume (ft3):
12:59 Slug Type:
13:30 Recorded by:
Time (s) llw. Level (ftMI Time (s) llw. Level (ftMI Time (s) llw. Level {ftlll Time {s) 31.5 13.32 63.0 I
12.73 94.5 12.68 180.0 32.0 13.30 63.5 I
12.73 95.0 12.68 185.0 32.5 13.27 64.0 I
12.72 95.5 12.67 190.0 33.0 13.24 64.5 12.72 96.0 12.67 195.0 33.5 13.21 65.0 12.72 96.5 12.68 200.0 34.0 13.19 65.5 12.72 97.0 12.67 205.0 34.5 13.16 66.0 12.72 97.5 12.67 210.0 35.0 13.12 66.5 I
12.72 98.0 12.67 215.0 35.5 13.10 67.0 I
12.71 98.5 12.67 220.0 36.0 13.08 67.5 I
12.71 99.0 12.67 225.0 36.5 13.06 68.0 12.71 99.5 12.67 230.0 37.0 13.04 68.5 12.71 100.0 12.67 235.0 37.5 13.02 69.0 12.71 100.5 12.67 240.0 38.0 13.01 69.5 12.71 101.0 12.67 245.0 38.5 13.00 70.0 12.71 101.5 12.67 250.0 39.0 12.98 70.5 12.71 102.0 12.67 255.0 39.5 12.97 71.0 12.71 102.5 12.67 260.0 40.0 12.96 71.6 12.70 103.0 12.67 265.0 40.5 12.94 72.1 12.71 103.5 12.67 270.0 41.0 12.93 72.5 12.70 104.0 12.67 275.0 41.5 12.92 73.0 12.70 104.6 12.66 280.0 42.0 12.91 73.5 12.70 105.0 12.67 285.0 42.5 12.90 74.0 12.70 105.5 12.66 290.0 43.0 12.89 74.5 12.69 106.0 12.66 295.0 43.5 12.88 75.0 12.70 106.5 12.66 300.0 44.0 12.87 75.5 12.70 107.0 12.66 305.0 44.5 12.87 76.0 12.70 107.5 12.66 310.0 45.0 12.86 76.5 12.69 108.1 12.66 315.0 45.5 12.85 77.0 12.69 108.5 12.67 320.0 46.0 12.84 77.5 12.69 109.0 12.66 325.0 46.5 12.84 78.0 12.69 109.5 12.67 330.0 47.0 12.83 78.5 12.69 110.0 12.67 335.0 47.5 12.82 79.0 12.69 110.5 12.67 340.0 48.0 12.82 79.5 12.69 111.0 12.66 345.0 48.5 12.82 80.0 12.69 111.5 12.67 350.0 49.0 12.81 80.5 12.68 112.0 12.67 355.0 49.5 12.80 81.0 12.68 112.5 12.67 360.0 50.0 12.80 81.5 12.68 113.0 12.67 375.0 50.5 12.80 82.0 12.68 113.5 12.67 51.0 12.79 82.5 12.68 114.0 12.67 51.5 12.79 83.0 12.68 114.5 12.67 52.0 12.78 83.5 12.68 115.0 12.67 52.5 12.78 84.0 12.67 115.5 12.67 53.0 12.78 84.5 I
12.67 116.0 12.67 53.5 12.77 85.1 12.67 116.5 12.66 I
54.0 12.77 85.5 i
12.67 117.0 12.67 54.5 12.77 86.0 I
12.68 117.5 12.67 55.0 12.76 86.5 I
12.67 118.0 12.67 55.5 12.76 87.0 I
12.67 118.5 12.67 56.0 12.76 87.5 12.68 119.0 12.67 56.5 12.75 88.0 12.68 119.5 12.67 57.0 12.75 88.5 I
12.68 120.0 12.67 57.5 12.75 89.0 12.69 125.0 12.66 58.0 12.75 89.5 12.69 130.0 12.66 58.5 12.74 90.0 12.68 135.0 12.66 59.0 12.74 90.5 12.69 140.0 12.66 59.5 12.74 91.0 12.69 145.0 12.66 60.0 12.74 91.5 12.69 150.0 12.66 60.5 12.74 92.0 12.68 155.0 12.66 61.0 12.73 92.5 12.68 160.0 12.66 61.5 12.73 93.0 12.68 165.0 12.66 62.0 12.73 93.5 12.68 170.0 12.66 62.5 12.73 94.0 12.68 175.0 12.66 10/18/2012 12.68 14.25 0.039 ft3 Mechanical BNB/Troll llw. Level {ftMI Time{s) I W. Level lftlll 12.66 12.65 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.66 12.65 12.66 12.65 12.66 12.66 12.66 12.66 12.66 Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time (s} Jlw. Level (ft}JI 0.0 17.34 0.6 17.34 1.0 17.35 1.5 17.35 2.0 17.35 2.5 17.34 3.0 17.35 3.5 17.34 4.0
17. 35 4.5 17.34 5.0 17.34 5.5 17.33 6.0 17.32 6.5 17.31 7.0 15.55
7. 5 16.50 8.0 15.48 8.5 15.44 9.0 15.23 9.5 16.42 10.0 16.32 10.5 16.00 11.0 16.08 11.5 16.12 12.0 16.14 12.5 16.17 13.0 16.19 13.5 16.22 14.0 16.24 14.5 16.26 15.0 16.28 15.5 16.28 16.0 16.30 16.5 16.31 17.0 16.33 17.5 16.34 18.0 16.35 18.5 16.36 19.0 16.37 19.5 16.38 20.0 16.39 20.5 16.40 21.0 16.41 21.5 16.42 22.0 16.43 22.5 16.44 23.0 16.44 23.5 16.46 24.0 16.46 24.5 16.47 25.0 16.47 25.5 16.49 26.0 16.49 26.5 16.50 27.0 16.50 27.5 16.52 28.0 16.52 28.5 16.52 29.0 16.53 29.5 16.54 30.0 16.54 30.5 16.55 31.0 16.55 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W26 - SLUG IN Cimarron WA Date:
02W26 (Slug In)
Static Water Level (ft):
27.08 Screen Length (ft):
8.75 Slug Volume (ft3):
11 :06 Slug Type:
12:42 Recorded by:
Time (s} J W. Level (ft)
Time (s)
W. Level (ft Time (s)
W. Level (ft)
Time (s) 31.5 16.56 95.0 I
16.94 720.0 17.26 32.0 16.56 100.0 I
16.95 780.0 17.27 32.5 16.57 105.0 I
16.96 840.0 17.27 33.0 16.57 110.0 16.98 900.0 17.28 33.5 16.58 115.0 I
16.99 960.0 17.28 34.0 16.59 120.0 17.00 1020.0 17.29 34.5 16.59 125.0 17.02 1080.0 17.29 35.0 16.59 130.0 I
17.03 1140.0 17.30 35.5 16.60 135.0 I
17.04 1200.0 17.30 36.0 16.61 140.0 17.05 1260.0 17.31 36.5 16.61 145.0 17.05 1320.0 17.30 37.0 16.61 150.0 17.05 1380.0 17.31 37.5 16.62 155.0 17.06 1440.0 17.31 38.0 16.62 160.0 17.07 1500.0 17.31 38.5 16.63 165.0 17.07 1560.0 17.31 39.0 16.64 170.0 I
17.08 1620.0 17.31 39.5 16.64 175.0 17.09 1680.0 17.31 40.0 16.64 180.0 17.09 1740.0 17.32 40.5 16.65 185.0 17.10 1800.0 17.32 41.0 16.65 190.0 17.10 1860.0 17.32 41.5 16.65 195.0
17. 11 1920.0 17.32 42.0 16.66 200.0 17.11 1980.0 17.32 42.5 16.66 205.0 17.11 2040.0 17.32 43.0 16.67 210.0 17.12 2100.0 17.32 43.5 16.67 215.0 I
17.12 2160.0 17.33 44.0 16.68 220.0 I
17.13 2220.0 17.32 44.5 16.68 225.0 17.13 45.0 16.68 230.0 I
17.13 45.5 16.69 235.0 I
17.14 46.0 16.69 240.0 17.14 46.5 16.70 245.0 17.14 47.0 16.70 250.0 17.14 47.5 16.70 255.0 I
17.15 48.0 16.71 260.0 17.15 48.5 16.71 265.0 17.15 49.0 16.71 270.0 17.16 49.5 16.72 275.0 17.1 6 50.0 16.72 280.0 17.16 50.5 16.73 285.0 17.16 51.0 16.73 290.0 17.16 51.5 16.73 295.0 17.16 52.0 16.73 300.0 17.17 52.5 16.74 315.0 17.17 53.0 16.74 330.0 17.17 53.5 16.75 345.0 I
17.18 54.0 16.75 360.0 i
17.18 54.5 16.75 375.0 l
17.20 55.0 16.76 390.0 I
17.19 55.5 16.76 405.0 I
17.20 56.0 16.76 420.0 17.20 56.5 16.77 435.0 17.20 57.0 16.77 450.0 17.21 57.5 16.77 465.0 17.21 58.0 16.78 480.0 17.22 58.5 16.78 495.0 17.22 59.0 16.78 510.0 17.23 60.0 16.78 525.0 17.22 65.0 16.81 540.0 17.23 70.0 16.84 555.0 17.23 75.0 16.86 570.0 17.23 80.0 16.88 585.0 I
17.24 85.0 16.90 600.0 17.24 90.0 16.92 660.0 17.25 10/25/2012 17.46 14.25 0.039 ft3 Mechanical BNB/Troll lw. Level (ft~
Time (s) lw. Level (ft}J Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time (s} llw. Level (ft}II 0.0 17.29 0.5 17.29 1.0 17.29 1.5 17.29 2.0 17.29 2.5 17.29 3.0 17.29 3.5 17.29 4.0 17.29 4.5 17.29 5.0 17.29 5.5
18. 13 6.0 18.87 6.5 19.13 7.0 19.23
7. 5 19.16
8. 0 19.12 8.5 19.10 9.0 19.08 9.5 19.07 10.0 19.06 10.5 19.05 11.0 19.10 11.5 19.10 12.0 19.10 12.5 19.09 13.0 19.08 13.5 19.08 14.0 19.08 14.5 19.06 15.0 19.01 15.5 18.95 16.0 18.93 16.5 18.93 17.0 18.93 17.5 18.92 18.0 18.91 18.5 18.91 19.0 18.90 19.5 18.90 20.0 18.89 20.5 18.89 21.0 18.88 21.5 18.88 22.0 18.87 22.5 18.87 23.0 18.86 23.5 18.87 24.0 18.85 24.5 18.85 25.0 18.85 25.5 18.84 26.0 18.84 26.5 18.83 27.0 18.83 27.5 18.82 28.0 18.82 28.5 18.81 29.0 18.81 29.5 18.81 30.0 18.80 30.5 18.79 31.0 18.80 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W26 - SLUG OUT Cimarron WA Date:
02W26 (Slug Out)
Static Water Level (ft):
27.08 Screen Length (ft):
8.75 Slug Volume (ft3):
11 :06 Slug Type:
12:42 Recorded by:
Time (s} llw. Level (ftil Time (s} llw. Level (fti Time (s)
Ti 31.5 18.79 90.0 I
18.42 660.0 17.50 32.0 18.78 95.0 18.40 720.0 17.45 32.5 18.78 100.0 18.38 780.0 17.40 33.0 18.78 105.0 18.36 840.0 17.36 33.5 18.77 110.0 18.35 900.0
17. 33
34. 0 18.77 115.0 18.33 960.0 17.30 34.5 18.77 120.0 18.32 1020.0 17.27 35.0 18.77 125.0 18.30 1080.0 17.26 35.5 18.76 130.0 18.29 1140.0 17.24 36.0 18.76 135.0 I
18.27 1200.0 17.22 36.5 18.75 140.0 I
18.26 1260.0 17.21 37.0 18.75 145.0 18.24 1320.0 17.20 37.5 18.74 150.0 18.23 1380.0 17.19 38.0 18.74 155.0 18.22 1440.0 17.18 38.5 18.74 160.0 18.21 1500.0 17.18 39.0 18.73 165.0 18.19 1560.0 17.17 39.5 18.73 170.0 I
18.18 1620.0 17.16 40.0 18.73 175.0 18.17 1680.0 17.16 40.5 18.72 180.0 I
18.15 1740.0 17.16 41.0 18.72 185.0 I
18:14 1800.0 17.16 41.5 18.71 190.0 I
18.13 1860.0 17.16 42.0 18.71 195.0 18.12 1920.0 17.15 42.5 18.71 200.0 18.11 1980.0 17.15 43.0 18.71 205.0 18.10 2040.0 17.15 43.5 18.70 210.0 18.09 2100.0 17.15 44.0 18.71 215.0 18.08 2160.0 17.15 44.5 18.70 220.0 18.06 2220.0 17.14 45.0 18.70 225.0 18.06 2280.0 17.14 45.5 18.69 230.0 I
18.04 2340.0 17.14 46.0 18.69 235.0 18.03 2400.0 17.14 46.5 18.68 240.0 18.02 2460.0 17.14 47.0 18.69 245.0 18.01 2520.0 17.14 47.5 18.69 250.0 I
18.00 2580.0 17.14 48.0 18.67 255.0 I
18.00 2640.0 17.14 48.5 18.68 260.0 17.99 2700.0 17.14 49.0 18.67 265.0 17.98 2760.0 17.14 49.5 18.67 270.0 17.97 2820.0 17.15 50.0 18.67 275.0 17.96 2880.0 17.14 50.5 18.66 280.0 17.95 2940.0 17.14 51.0 18.66 285.0 17.94 3000.0 17.14 51.5 18.66 290.0 17.93 3060.0 17.14 52.0 18.65 295.0 17.93 3120.0 17.13 52.5 18.64 300.0 17.91 3180.0 17.13 53.0 18.61 315.0 17.89 3240.0 17.13 53.5 18.63 330.0 17.87 3300.0 17.13 54.0 18.64 345.0 17.84 54.5 18.64 360.0 17.82 55.0 18.64 375.0 17.80 55.5 18.64 390.0 17.78 56.0 18.63 405.0 I
17.76 56.5 18.63 420.0 17.74 57.0 18.63 435.0 17.72 57.5 18.64 450.0 17.71 58.0 18.63 465.0 I
17.69 58.5 18.62 480.0 17.68 59.0 18.62 495.0 I
17.67 59.5 18.61 510.0 17.65 60.0 18.61 525.0 17.63 65.0 18.59 540.0 17.62 70.0 18.50 555.0 17.60 75.0 18.48 570.0 17.59 80.0 18.46 585.0 17.57 85.0 18.44 600.0 I
17.56 10/25/2012 17.46 14.25 0.039 ft 3
Mechanical BNB/Troll
. __ el (ft I Time (s} nw. Level (ft}I Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time(s} llw, Level (ftlll 0.0 14.50 0.6 14.49 1.0 14.50 1.5 14.50 2.0 14.50 2.5 14.50 3.0 14.50 3.5 14.50 4.0 14.50 4.5 14.50 5.0 14.50 5.5 14.50 6.0 14.50 6.5 14.50 7.0 14.49 7.5 14.50 8.0 14.50 8.5 14.50 9.0 14.50 9.5 14.50 10.0 14.50 10.5 14.50 11.0 14.50 11.5 14.50 12.0 14.50 12.5 14.50 13.0 14.50 13.5 14.50 14.0 14.50 14.5 14.50 15.0 14.50 15.5 14.51 16.0 14.50 16.5 14.51 17.0 14.50 17.5 14.46 18.0 10.21 18.5 11.71 19.0 12.08 19.5 12.90 20.0 13.23 20.5 13.21 21.0 13.24 21.5 13.29 22.0 13.34 22.5 13.38 23.0 13.42 23.5 13.46 24.0 13.50 24.5 13.53 25.0 13.57 25.5 13.60 26.0 13.63 26.5 13.65 27.0 13.67 27.5 13.69 28.0 13.71 28.5 13.74 29.0 13.75 29.5 13.77 30.0 13.79 30.5 13.80 31.0 13.82 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W28 - SLUG IN Cimarron WA Date:
02W28 (Slug In)
Static Water Level (ft):
25.65 Screen Length (ft):
8.75 Slug Volume (ft3):
13:57 Slug Type:
14:52 Recorded by:
Time (s) llw. Level (ft~I Time (s) llw. Level (ft~I Time (s) llw. Level (ftlll Time (s) 31.5 13.83 63.0 I
14.15 94.5 14.24 180.0 32.0 13.85 63.5 I
14.15 95.0 14.25 185.0 32.5 13.86 64.0 I
14.15 95.5 14.25 190.0 33.0 13.87 64.5 14.14 96.0 14.25 195.0 33.5 13.88 65.0 14.16 96.5 14.25 200.0 34.0 13.91 65.5 14.16 97.0 14.26 205.0 34.5 13.90 66.0 14.16 97.5 14.25 210.0 35.0 13.91 66.5 I
14.16 98.0 14.25 215.0 35.5 13.92 67.0 I
14.16 98.5 14.25 220.0 36.0 13.93 67.5 I
14.16 99.0 14.25 225.0 36.5 13.94 68.0 14.17 99.5 14.25 230.0 37.0 13.95 68.5 14.17 100.0 14.25 235.0 37.5 13.96 69.0 14.17 100.5 14.26 240.0 38.0 13.97 69.5 14.18 101.0 14.26 245.0 38.5 13.98 70.0 14.18 101.5 14.25 250.0 39.0 13.98 70.5 14.17 102.0 14.25 255.0 39.5 13.99 71.0 I
14.18 102.5 14.25 260.0 40.0 13.99 71.5 I
14.20 103.0 14.26 265.0 40.5 14.00 72.0 14.18 103.5 14.26 270.0 41.0 14.00 72.5 14.18 104.0 14.26 275.0 41.5 14.01 73.0 14.18 104.5 14.26 280.0 42.0 14.02 73.5 14.18 105.0 14.26 285.0 42.5 14.02 74.0 14.19 105.5 14.27 290.0 43.0 14.03 74.5 14.19 106.0 14.26 295.0 43.5 14.03 75.0 14.19 106.5 14.26 300.0 44.0 14.04 75.5 14.19 107.0 14.26 305.0 44.5 14.04 76.0 14.19 107.5 14.27 310.0 45.0 14.05 76.5 14.20 108.0 14.27 315.0 45.5 14.05 77.0 14.19 108.5 14.27 320.0 46.0 14.07 77.5 14.19 109.0 14.29 325.0 46.5 14.05 78.0 14.20 109.5 14.29 330.0 47.0 14.06 78.5 14.20 110.0 14.28 335.0 47.5 14.07 79.0 14.20 110.5 14.28 340.0 48.0 14.07 79.5 14.20 111.0 14.28 345.0 48.5 14.07 80.0 14.20 111.5 14.28 350.0 49.0 14.08 80.5 14.20 112.0 14.28 355.0 49.5 14.08 81.0 I
14.21 112.5 14.28 360.0 50.0 14.09 81.5 I
14.19 113.0 14.27 375.0 50.5 14.09 82.0 I
14.22 113.5 14.28 390.0 51.0 14.09 82.5 14.21 114.0 14.28 405.0 51.5 14.09 83.0 14.21 114.5 14.28 420.0 52.0 14.10 83.5 14.21 115.0 14.29 435.0 52.5 14.10 84.0 14.22 115.5 14.28 450.0 53.0 14.11 84.5 14.21 116.0 14.29 465.0 53.5 14.11 85.0 I
14.22 116.5 14.28 480.0 54.0 14.10 85.5 I
14.22 117.0 14.29 495.0 54.5 14.11 86.0 I
14.22 117.5 14.28 510.0 55.0 14.12 86.5 I
14.22 118.0 14.28 525.0 55.5 14.12 87.0 I
14.22 118.5 14.28 540.0 56.0 14.11 87.5 14.23 119.0 14.28 555.0 56.5 14.12 88.0 14.23 119.5 14.28 570.0 57.0 14.12 88.5 14.23 120.0 14.29 585.0 57.5 14.12 89.0 14.23 125.0 14.29 600.0 58.0 14.12 89.5 14.23 130.0 14.32 615.0 58.5 14.13 90.0 14.23 135.0 14.30 630.0 59.0 14.13 90.5 14.23 140.0 14.31 645.0 59.5 14.13 91.0 I
14.23 145.0 14.32 660.0 60.0 14.13 91.5 14.24 150.0 14.31 720.0 60.5 14.13 92.0 14.24 155.0 14.32 780.0 61.0 14.14 92.5 14.23 160.0 14.32 840.0 61.5 14.14 93.0 14.23 165.0 14.33 900.0 62.0 14.14 93.5 14.25 170.0 14.33 960.0 62.5 14.15 94.0 14.25 175.0 14.33 1020.0 10/18/2012 14.53 11.2 0.039 ft 3 Mechanical BNB/Troll llw. Level (tt~I Time (s) llw. Level (ttll 14.34 1080.0 14.47 14.34 1140.0 14.47 14.34 1200.0 14.47 14.35 1260.0 14.47 14.35 1320.0 14.47 14.35 1380.0 14.47 14.36 1440.0 14.47 14.36 1500.0 14.47 14.36 1560.0 14.47 14.36 1620.0 14.47 14.36 1680.1 14.48 14.37 1740.0 14.48 14.37 1800.0 14.48 14.37 14.37 14.37 14.38 14.37 14.38 14.38 14.38 14.38 14.39 14.38 14.39 14.39 14.39 14.39 14.40 14.40 14.40 14.40 14.40 14.40 14.40 14.41 14.40 14.41 14.41 14.41 14.42 14.42 14.42 14.43 14.43 14.43 14.43 14.44 14.44 14.44 14.44 14.44 14.44 14.44 14.45 14.45 14.45 14.45 14.46 14.46 14.46 14.46 14.46 Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time (s) llw. Level (ftlll 0.0 14.52 0.6 14.52 1.0 14.52 1.5 14.53 2.0 14.53 2.5 14.53 3.0 14.53 3.6 14.53 4.0 14.52 4.5 14.53 5.0 14.53 5.5 14.52 6.0 14.54 6.5 14.53 7.0 14.53 7.5 14.53 8.0 14.52 8.5 14.52 9.0 14.52 9.5 14.52 10.0 14.52 10.5 14.53 11.0 14.53 11.5 14.52 12.0 14.52 12.5 14.52 13.0 14.52 13.5 14.53 14.0 14.52 14.5 14.52 15.0 14.52 15.5 14.52 16.0 14.52 16.5 14.53 17.0 14.52 17.5 14.50 18.0 14.50 18.5 14.54 19.0 14.53 19.5 14.52 20.0 14.53 20.5 14.53 21.0 14.53 21.5 14.53 22.0 14.53 22.5 14.53 23.0 14.53 23.5 14.53 24.0 14.53 24.5 14.53 25.0 14.52 25.5 14.53 26.0 14.53 26.5 14.53 27.0 14.53 27.5 14.53 28.0 14.53 28.5 14.53 29.0 14.52 29.5 14.53 30.0 14.53 30.5 14.52 31.0 14.53 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RES UL TS - 02W28 - SLUG OUT Cimarron WA Date:
02W28 (Slug Out)
Static Water Level (ft):
25.65 Screen Length (ft):
8.75 Slug Volume (ft\\
13:57 Slug Type:
14:52 Recorded by:
Time (s) llw. Level (ft~I Time(s) llw. Level (ft~I Time (s} llw. Level (ftlll Time (s) 31.5 14.53 63.0 I
15.12 94.5 14.84 180.0 32.0 14.53 63.5 I
15.11 95.1 14.84 185.0 32.5 14.53 64.0 I
15.09 95.5 14.83 190.0 33.0 14.52 64.5 15.09 96.0 14.83 195.0 33.5 14.52 65.0 I
15.08 96.5 14.83 200.0 34.0 14.53 65.5 15.07 97.0 14.84 205.0 34.5 14.53 66.0 15.06 97.5 14.83 210.0 35.0 14.53 66.5 15.05 98.0 14.83 215.0 35.5 18.05 67.0 15.04 98.5 14.83 220.0 36.0 16.58 67.5 15.03 99.0 14.82 225.0 36.5 16.47 68.0 15.03 99.5 14.82 230.0 37.0 16.30 68.5 15.02 100.0 14.82 235.0 37.5 16.25 69.0 15.02 100.5 14.82 240.0 38.0 16.23 69.5 15.00 101.0 14.82 245.0 38.5 16.19 70.0 15.00 101.5 14.82 250.0 39.0 16.18 70.5 15.00 102.0 14.82 255.0 39.5 16.12 71.0 14.99 102.5 14.81 260.0 40.0 16.09 71.5 14.98 103.0 14.81 265.0 40.5 16.05 72.0 14.98 103.5 14.81 270.0 41.0 16.04 72.5 14.97 104.0 14.81 275.0 41.5 16.00 73.0 14.96 104.5 14.80 280.0 42.0 15.96 73.5 14.96 105.0 14.81 285.0 42.5 15.94 74.0 14.96 105.5 14.8 290.0 43.0 15.91 74.5 14.95 106.0 14.8 295.0 43.5 15.89 75.0 14.95 106.5 14.8 300.0 44.0 15.85 75.5 14.94 107.0 14.8 305.0 44.5 15.82 76.0 14.94 107.5 14.8 310.0 45.0 15.80 76.5 14.94 108.0 14.8 315.0 45.5 15.77 77.0 14.93 108.5 14.8 320.0 46.0 15.75 77.5 14.93 109.0 14.8 325.0 46.5 15.72 78.0 14.93 109.5 14.8 330.0 47.0 15.69 78.5 14.92 110.0 14.8 335.0 47.5 15.67 79.0 14.92 110.5 14.8 340.0 48.0 15.66 79.5 14.91 111.0 14.8 345.0 48.5 15.63 80.0 14.91 111.5 14.8 350.0 49.0 15.60 80.5 I
14.91 112.0 14.8 355.0 49.5 15.57 81.0 I
14.90 112.5 14.8 360.0 50.0 15.56 81.5 I
14.90 113.0 14.8 375.0 50.5 15.53 82.0 14.90 113.5 14.8 390.0 51.0 15.51 82.5 14.89 114.0 14.8 405.0 51.5 15.49 83.0 14.89 114.5 14.8 420.0 52.0 15.47 83.5 14.89 115.0 14.8 435.0 52.5 15.44 84.0 14.89 115.5 14.8 450.0 53.0 15.42 84.5 I
14.88 116.0 14.8 465.0 53.5 15.40 85.0 I
14.88 116.5 14.8 480.0 I
54.0 15.38 85.5 I
14.88 117.0 14.8 495.0 I
54.5 15.36 86.0 I
14.88 117.5 14.8 510.0 55.0 15.34 86.5 14.88 118.0 14.8 525.0 55.5 15.32 87.0 14.87 118.5 14.8 540.0 56.0 15.31 87.5 14.87 119.0 14.8 555.0 56.5 15.29 88.0 I
14.87 119.5 14.8 570.0 57.0 15.28 88.5 14.88 120.0 14.8 585.0 57.5 15.27 89.0 14.86 125.0 14.8 600.0 58.0 15.25 89.5 I
14.86 130.0 14.8 615.0 58.5 15.23 90.0 14.86 135.0 14.7 630.0 59.0 15.22 90.5 14.86 140.0 14.7 645.0 59.5 15.20 91.0 14.85 145.0 14.7 660.0 60.0 15.18 91.6 I
14.85 150.0 14.7 720.0 60.5 15.17 92.0 14.85 155.0 14.7 780.0 61.0 15.16 92.5 14.84 160.0 14.7 840.0 61.5 15.16 93.0 14.84 165.0 14.7 900.0 62.0 15.14 93.5 14.84 170.0 14.7 960.0 62.5 15.13 94.0 I
14.84 175.0 14.7 1020.0 10/18/2012 14.53 11.2 0.039 ft3 Mechanical BNB/Troll llw. Level (ft~I Time (s) llw. Level (ftll 14.70 1080.0 14.53 14.70 1140.0 14.54 14.69 1200.0 14.53 14.69 14.68 14.69 14.68 14.67 14.67 14.67 14.67 14.67 14.66 14.66 14.66 14.65 14.66 14.65 14.65 14.64 14.64 14.64 14.64 14.64 14.63 14.63 14.63 14.63 14.62 14.62 14.62 14.61 14.62 14.61 14.60 14.60 14.60 14.61 14.60 14.59 14.59 14.59 14.59 14.58 14.58 14.58 14.58 14.57 14.57 14.57 14.56 14.56 14.56 14.56 14.56 14.55 14.55 14.55 14.55 14.54 14.53 14.54 14.54 Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time {s} llw. Level {ftlll 0.0 16.80 0.5 16.80 1.0 16.80 1.5 16.80 2.0 16.80 2.5 16.81 3.0 16.80 3.5 16.80 4.0 16.80 4.5 16.80 5.0 16.80 5.5 16.80 6.0 16.80 6.5 16.80 7.0 16.80 7.5 16.80 8.0 16.80 8.5 16.80 9.0 16.79 9.5 16.79 10.0 16.78 10.5 16.78 11.0 16.78 11.5 16.78 12.0 16.77 12.5 16.77 13.0 15.01 13.5 16.19 14.0 16.20 14.5 15.38 15.0 15.52 15.5 15.70 16.0 15.37 16.5 15.96 17.0 15.98 17.5 15.98 18.0 16.03 18.5 16.05 19.0 16.08 19.5 16.08 20.0 16.10 20.5 16.11 21.0 16.12 21.5 16.13 22.0 16.14 22.5 16.14 23.0 16.14 23.5 16.16 24.0 16.17 24.5 16.17 25.0 16.17 25.5 16.17 26.0 16.18 26.5 16.17 27.0 16.18 27.5 16.19 28.0 16.19 28.5 16.20 29.0 16.20 29.5 16.20 30.0 16.21 30.5 16.21 31.0 16.21 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - 02W39 - SLUG IN Cimarron WA Date:
02W39 (Slug In)
Static Water Level (ft):
25.00 Screen Length (ft):
8.75 Slug Volume (ft3):
15:16 Slug Type:
16:34 Recorded by:
Time {s} llw. Level {ft~I Time {s} llw. Level {ft~I Time {s) llw. Level {ftlll Time {s) 31.5 16.21 63.0 I
16.33 94.5 16.39 180.0 32.0 16.23 63.5 I
16.32 95.0 16.40 185.0 32.5 16.22 64.0 I
16.33 95.5 16.40 190.0 33.0 16.22 64.5 I
16.33 96.0 16.40 195.0 33.5 16.23 65.0 16.33 96.5 16.40 200.0 34.0 16.22 65.5 16.33 97.0 16.40 205.0 34.5 16.23 66.0 16.33 97.5 16.40 210.0 35.0 16.22 66.5 I
16.34 98.0 16.38 215.0 35.5 16.23 67.0 I
16.34 98.5 16.41 220.0 36.0 16.24 67.5 I
16.34 99.0 16.40 225.0 36.6 16.24 68.0 16.34 99.5 16.40 230.0 37.0 16.24 68.5 16.34 100.0 16.40 235.0 37.5 16.24 69.0 16.34 100.5 16.40 240.0 38.0 16.25 69.5 16.34 101.0 16.40 245.0 38.5 16.24 70.0 16.35 101.5 16.41 250.0 39.0 16.25 70.5 I
16.35 102.0 16.41 255.0 39.5 16.25 71.0 I
16.35 102.5 16.41 260.0 40.0 16.26 71.5 16.35 103.0 16.40 265.0 40.5 16.26 72.0 16.35 103.5 16.41 270.0 41.0 16.26 72.5 16.35 104.0 16.42 275.0 41.6 16.25 73.0 16.35 104.5 16.41 280.0 42.0 16.26 73.5 16.35 105.0 16.41 285.0 42.5 16.26 74.0 16.35 105.5 16.41 290.0 43.0 16.26 74.5 16.35 106.0 16.41 295.0 43.5 16.27 75.0 16.35 106.5 16.41 300.0 44.0 16.27 75.5 16.36 107.0 16.41 305.0 44.5 16.27 76.0 I
16.36 107.5 16.41 310.0 45.0 16.27 76.5 16.36 108.0 16.41 315.0 45.5 16.27 77.0 16.36 108.5 16.41 320.0 46.0 16.28 77.5 16.36 109.0 16.42 325.0 46.5 16.28 78.0 16.36 109.5 16.42 330.0 47.0 16.28 78.5 16.36 110.0 16.42 335.0 47.5 16.28 79.0 16.37 110.5 16.42 340.0 48.0 16.28 79.5 16.36 111.0 16.42 345.0 48.5 16.27 80.0 16.37 111.5 16.41 350.0 49.0 16.29 80.5 16.39 112.0 16.43 355.0 49.5 16.29 81.0 I
16.36 112.5 16.42 360.0 50.0 16.29 81.5 16.37 113.0 16.42 375.0 50.5 16.29 82.0 16.37 113.5 16.43 390.0 51.0 16.29 82.5 16.37 114.0 16.43 405.0 51.5 16.29 83.0 16.37 114.5 16.42 420.0 52.0 16.30 83.5 16.37 115.0 16.43 435.0 52.5 16.30 84.0 16.37 115.5 16.42 450.0 53.0 16.30 84.5 I
16.37 116.0 16.43 465.0 53.5 16.30 85.0 16.38 116.5 16.43 480.0 54.0 16.31 85.5 16.38 117.0 16.43 495.0 54.5 16.31 86.0 16.38 117.5 16.43 510.0 55.0 16.31 86.5 16.38 118.0 16.44 525.0 55.5 16.31 87.0 16.38 118.5 16.47 540.0 56.0 16.31 87.5 16.38 119.0 16.43 555.0 56.5 16.31 88.0 16.38 119.5 16.43 570.0 57.0 16.31 88.5 16.38 120.0 16.44 585.0 57.5 16.31 89.0 16.38 125.0 16.44 600.0 58.0 16.32 89.5 16.39 130.0 16.44 615.0 58.5 16.31 90.0 16.39 135.0 16.45 630.0 59.0 16.32 90.5 16.39 140.0 16.45 645.0 59.5 16.32 91.0 16.41 145.0 16.46 660.0 60.0 16.32 91.5 I
16.38 150.0 16.46 720.0 60.5 16.32 92.0 16.39 155.0 16.47 780.0 61.0 16.32 92.5 16.39 160.0 16.48 840.0 61.5 16.32 93.0 I
16.39 165.0 16.49 900.0 62.0 16.32 93.5 16.39 170.0 16.48 960.0 62.5 16.33 94.0 I
16.40 175.0 16.49 1020.0 10/18/2012 16.81 14.2 0.039 ft3 Mechanical BNB/Troll llw. Level {ft~I Time {s) llw. Level {ft)I 16.49 1080.0 16.75 16.50 1140.0 16.75 16.50 1200.0 16.75 16.50 1260.0 16.75 16.51 1320.0 16.76 16.51 1380.0 16.76 16.51 1440.0 16.75 16.52 1500.0 16.75 16.52 1560.0 16.76 16.53 16.53 16.53 16.54 16.54 16.54 16.54 16.54 16.55 16.56 16.56 16.56 16.57 16.57 16.57 16.57 16.58 16.58 16.59 16.59 16.59 16.60 16.60 16.60 16.60 16.60 16.61 16.61 16.62 16.62 16.63 16.66 16.64 16.65 16.66 16.66 16.67 16.67 16.68 16.68 16.69 16.69 16.69 16.69 16.70 16.71 16.71 16.71 16.72 16.73 16.73 16.74 16.74 16.75 Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time{s) llw. Level {ft)II 0.0 16.80 0.5 16.80 1.0 16.81 1.5 16.81 2.0 16.81
2. 5 16.81 3.0 16.81 3.5 16.81 4.0 16.80
4. 5 16.79 5.0 16.81 5.5 16.80 6.0 16.80 6.5 16.80 7.0 16.80 7.5 16.80 8.0 16.80 8.5 16.81 9.0 16.81 9.5 16.81 10.0 16.81 10.5 16.81 11.0 16.81 11.5 16.81 12.0 16.81 12.5 16.81 13.0 16.81 13.5 16.84 14.0 17.57 14.5 17.76 15.0 18.63 15.5 18.76 16.0 18.74 16.5 18.72 17.0 18.71 17.5 18.69 18.0 18.66 18.5 18.65 19.0 18.64 19.5 18.63 20.0 18.61 20.5 18.60 21.0 18.59 21.5 18.58 22.0 18.57 22.5 18.56 23.0 18.55 23.5 18.54 24.0 18.53 24.5 18.51 25.0 18.51 25.5 18.49 26.0 18.49 26.5 18.47 27.0 18.47 27.5 18.47 28.0 18.46 28.5 18.43 29.0 18.43 29.5 18.43 30.0 18.42 30.5 18.41 31.0 18.40 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C-10 -SLUG TEST RESULTS - 02W39 -SLUG OUT Cimarron WA Date:
02W39 (Slug Out)
Static Water Level (ft):
25.00 Screen Length (ft):
8.75 Slug Volume (ft\\
15:16 Slug Type:
16:34 Recorded by:
Time {s) llw. Level {ftMI Time {s) llw. Level {ftMI Time {s) llw. Level {ftlll Time {s) 31.5 18.39 63.0 18.02 94.5 17.74 180.0 32.0 18.39 63.5 I
18.02 95.0 17.74 185.0 32.5 18.38 64.0 I
18.02 95.5 17.73 190.0 33.0 18.37 64.5 I
18.01 96.0 17.73 195.0 33.5 18.36 65.0 18.01 96.5 17.72 200.0 34.0 18.36 65.5 18.00 97.0 17.72 205.0 34.5 18.35 66.0 18.00
97. 5 17.72 210.0 35.0 18.34 66.5 17.99 98.0 17.71 215.0 35.5 18.34 67.0 17.99 98.5 17.71 220.0 36.0 18.33 67.5 17.98 99.0 17.70 225.0 36.5 18.32 68.0 17.97 99.5 17.70 230.0 37.0 18.31 68.5 17.97 100.0 17.70 235.0 37.5 18.31 69.0 17.96 100.5 17.69 240.0 38.0 18.30 69.5 17.96 101.0 17.69 245.0 38.5 18.30 70.0 I
17.96 101.5 17.69 250.0 39.0 18.29 70.5 I
17.96 102.0 17.69 255.0 39.5 18.29 71.0 I
17.94 102.5 17.68 260.0 40.0 18.28 71.5 17.94 103.0 17.68 265.0 40.5 18.27 72.0 17.94 103.5 17.67 270.0 41.0 18.27 72.5 17.93 104. 0 17.67 275.0 41.5 18.26 73.0 17.93 104.5 17.67 280.0 42.0 18.25 73.5 17.93 105.0 17.66 285.0 42.5 18.24 74.0 17.92 105.5 17.66 290.0 43.0 18.24 74.5 17.92 106.0 17.65 295.0 43.5 18.23 75.0 17.91 106.5 17.65 300.0 44.0 18.23 75.5 17.91 107.0 17.65 305.0 44.5 18.22 76.0 17.90 107.5 17.64 310.0
45. 0 18.22 76.5 17.90 108.0 17.64 315.0 45.5 18.21 77.0 17.89 108.5 17.64 320.0 46.0 18.20 77.5 17.89 109.0 17.63 325.0 46.5 18.19 78.0 17.88 109.5 17.63 330.0 47.0 18.19 78.5 17.87 110.0 17.63 335.0 47.5 18.18 79.0 17.87 110.5 17.62 340.0 48.0 18.18 79.5 17.87 111.0 17.62 345.0 48.5 18.17 80.0 17.86 111.5 17.62 350.0 49.0 18.17 80.5 17.86 112.0 17.62 355.0 49.5 18.16 81.0 17.85 112.5 17.61 360.0 50.0 18.16 81.5 17.85 113.0 17.61 375.0 50.5 18.15 82.0 17.84 113.5 17.61 390.0 51.0 18.15 82.5 I
17.84 114.0 17.60 405.0 51.5 18.14 83.0 17.84 114.5 17.60 420.0 52.0 18.13 83.5 17.83 115.0 17.60 435.0 52.5 18.13 84.0 I
17.82 115.5 17.60 450.0 I
53.0 18.12 84.5 17.82 116.0 17.59 465.0 53.5 18.12 85.0 17.82 116.5 17.59 480.0 54.0 18.11 85.5 17.82 117.0 17.59 495.0 54.5 18.11 86.0 I
17.82 117.5 17.58 510.0 55.0 18.10 86.5 I
17.81 118.0 17.58 525.0 55.5 18.10 87.0 17.81 118.5 17.57 540.0 56.0 18.09 87.5 17.80 119.0 17.57 555.0 56.5 18.08 88.0 I
17.80 119.5 17.57 570.0 57.0 18.08 88.5 17.79 120.0 17.56 585.0 57.5 18.08 89.0 I
17.79 125.0 17.53 600.0 58.0 18.07 89.5 17.78 130.0 17.51 615.0 58.5 18.07 90.0 17.78 135.0 17.48 630.0 59.0 18.06 90.5 17.78 140.0 17.46 645.0 59.5 18.06 91.0 17.76 145.0 17.45 660.0 60.0 18.05 91.5 I
17.76 150.0 17.41 720.0 60.5 18.05 92.0 17.76 155.0 17.40 780.0 61.0 18.05 92.5 I
17.76 160.0 17.38 840.0 61.5 18.04 93.0 I
17.76 165.0 17.33 900.0 62.0 18.04 93.5 17.75 170.0 17.32 960.0 62.5 18.03 94.0 I
17.74 175.0 17.30 1020.0 10/18/2012 16.81 14.2 0.039 ft3 Mechanical BNB/Troll llw. Level {ftMI Time {s) llw. Level {ft)I 17.28 1080.0 16.92 17.27 1140.0 16.92 17.26 1200.0 16.92 17.25 1260.0 16.92 17.24 1320.0 16.92 17.23 1380.0 16.91 17.22 1440.0 16.91 17.20 1500.0 16.91 17.20 1560.0 16.91 17.19 1620.0 16.91 17.18 1680.0 16.91 17.17 1740.0 16.91 17.17 1800.0 16.91 17.16 1860.0 16.91 17.16 1920.0 16.91 17.15 1980.0 16.91 17.14 2040.0 16.91 17.13 2100.0 16.91 17.13 2160.0 16.91 17.1 3 2220.0 16.90 17.12 2280.0 16.91 17.11 2340.0 16.91 17.11 2400.0 16.91 17.11 2461.0 16.91 17.11 2520.0 16.91 17.10 2580.0 16.91 17.10 2640.0 16.91 17.10 2700.0 16.91 17.09 2760.0 16.91 17.09 2820.0 16.91 17.08 2880.0 16.91 17.08 2940.0 16.91 17.08 17.08 17.07 17.07 17.07 17.05 17.05 17.04 17.04 17.03 17.02 17.02 17.02 17.01 17.00 17.00 17.00 16.99 16.99 16.98 16.98 16.97 16.97 16.96 16.97 16.95 16.94 16.94 16.93 16.93 16.92 Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time (s) llw. Level (ftlll 0.0 12.85 0.5 12.85 1.0 12.86 1.5 12.86 2.0 12.86 2.5 12.86 3.0 12.86 3.5 12.86 4.0 12.85 4.5 12.85 5.0 12.86 5.5 12.86 6.0 12.86 6.5 12.86 7.0 12.86 7.5 12.86 8.0 12.86 8.5 12.87 9.0 12.85 9.5 12.86 10.0 12.85 10.5 12.85 11.0 12.86 11.5 12.86 12.0 12.86 12.5 12.86 13.0 12.86 13.5 12.86 14.0 12.19 14.5 10.84 15.0 11.09 15.5 13.23 16.0 10.61 16.5 12.14 17.0 11.98 17.5 12.54 18.0 12.22 18.5 12.37 19.0 12.33 19.5 12.28 20.0 12.31 20.5 12.32 21.0 12.30 21.5 12.30 22.0 12.31 22.5 12.31 23.0 12.31 23.5 12.31 24.0 12.31 24.5 12.31 25.0 12.31 25.5 12.31 26.0 12.31 26.5 12.31 27.0 12.31 27.5 12.31 28.0 12.31 28.5 12.31 29.0 12.31 29.5 12.31 30.0 12.31 30.5 12.31 31.0 12.31 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS - GE-BA1 SLUG IN Cimarron WA Date:
GE-BA1-01 (Slug In)
Static Water Level (ft):
25.91 Screen Length (ft):
10 Slug Volume (ft3):
10:25 Slug Type:
12:31 Recorded by:
Time (s) llw. Level (ftHI Time (s) llw. Level (ftHI Time (s) llw. Level (ft)II Time (s) 31.5 12.31 63.0 12.33 94.5 12.34 180.0 32.0 12.31 63.5 I
12.33 95.0 12.34 185.0 32.5 12.31 64.0 12.33 95.5 12.34 190.0 33.0 12.31 64.5 12.33 96.0 12.34 195.0 33.5 12.31 65.0 I
12.32 96.5 12.34 200.0 34.0 12.32 65.5 12.33 97.0 12.34 205.0 34.5 12.32 66.0 12.33 97.5 12.34 210.0 35.0 12.32 66.5 12.33 98.0 12.34 215.0 35.5 12.32 67.0 12.33 98.5 12.34 220.0 36.0 12.32 67.5 I
12.33 99.0 12.34 225.0 36.5 12.31 68.0 12.33 99.5 12.34 230.0 37.0 12.32 68.5 I
12.33 100.0 12.34 235.0 37.5 12.32 69.0 12.33 100.5 12.34 240.0 38.0 12.32 69.5 12.33 101.0 12.34 245.0 38.5 12.32 70.0 12.33 101.5 12.34 250.0 39.0 12.32 70.5 12.33 102.0 12.34 255.0 39.5 12.32 71.0 12.33 102.5 12.34 260.0 40.0 12.32 71.5 12.33 103.0 12.34 265.0 40.5 12.32 72.0 12.33 103.5 12.34 270.0 41.0 12.32 72.5 12.33 104.0 12.34 275.0 41.5 12.32 73.0 12.33 104.5 12.34 280.0 42.0 12.32 73.5 12.33 105.0 12.34 285.0 42.5 12.32 74.0 I
12.33 105.5 12.34 290.0 43.0 12.32 74.5 I
12.33 106.0 12.34 295.0 43.5 12.32 75.0 I
12.33 106.5 12.34 300.0 45.0 12.32 75.5 I
12.33 107.0 12.34 305.0 45.2 12.32 76.0 12.33 107.5 12.34 310.0 45.4 12.32 76.5 I
12.34 108.0 12.34 315.0 45.7 12.32 77.0 I
12.33 108.5 12.34 320.0 46.0 12.32 77.5 12.33 109.0 12.34 325.0 46.5 12.32 78.0 I
12.33 109.5 12.34 330.0 47.0 12.32 78.5 12.33 110.0 12.34 335.0 47.5 12.32 79.0 I
12.33 110.5 12.34 340.0 48.0 12.32 79.5 12.33 111.0 12.34 345.0 48.5 12.32 80.0 12.33 111.5 12.34 350.0 49.0 12.33 80.5 12.34 112.0 12.34 355.0 49.5 12.32 81.0 I
12.33 112.5 12.34 360.0 50.0 12.32 81.5 I
12.33 113.0 12.35 375.0 50.5 12.32 82.0 I
12.34 113.5 12.34 390.0 51.0 12.32 82.5 12.34 114.0 12.35 405.0 51.5 12.32 83.0 12.33 114.5 12.35 420.0 52.0 12.32 83.5 12.33 115.0 12.35 435.0 52.5 12.32 84.0 12.34 115.5 12.35 450.0 53.0 12.32 84.5 I
12.33 116.0 12.34 465.0 53.5 12.32 85.0 I
12.34 116.5 12.35 480.0 I
54.0 12.32 85.5 I
12.34 117.0 12.34 495.0 54.5 12.32 86.0 I
12.33 117.5 12.34 510.0 55.0 12.33 86.5 I
12.34 118.0 12.34 525.0 55.5 12.32 87.0 12.33 118.5 12.34 540.0 56.0 12.32 87.5 12.34 119.0 12.35 555.0 56.5 12.33 88.0 12.34 119.5 12.34 570.0 57.0 12.32 88.5 12.34 120.0 12.34 585.0 57.5 12.32 89.0 12.34 125.0 12.35 600.0 58.0 12.33 89.5 12.34 130.0 12.35 615.0 58.5 12.33 90.0 I
12.34 135.0 12.35 630.0 59.0 12.32 90.5 I
12.34 140.0 12.36 645.0 59.5 12.32 91.0 12.34 145.0 12.35 660.0 60.0 12.32 91.5 I
12.34 150.0 12.35 720.0 60.5 12.32 92.0 12.34 155.0 12.36 780.0 61.0 12.32 92.5 12.34 160.0 12.36 840.0 61.5 12.33 93.0 12.34 165.0 12.36 900.0 62.0 12.33 93.5 I
12.34 170.0 12.36 960.0 62.5 12.32 94.0 I
12.34 175.0 12.37 1020.0 10/18/2012 12.88 15 0.128 Mechanical BNB llw. Level (ftil Time (s) llw. Level (ft)I 12.36 1080.0 12.52 12.37 1140.0 12.52 12.37 1200.0 12.53 12.37 1260.0 12.54 12.37 1320.0 12.54 12.37 1380.0 12.55 12.38 1440.0 12.56 12.38 1500.0 12.56 12.38 1560.0 12.57 12.38 1620.0 12.58 12.38 1680.0 12.58 12.38 1740.0 12.59 12.38 1800.0 12.59 12.39 1860.0 12.59 12.39 1920.0 12.60 12.39 1980.0 12.60 12.39 2040.0 12.61 12.39 2100.0 12.61 12.39 2160.0 12.62 12.39 2220.0 12.62 12.39 2280.0 12.63 12.40 2340.0 12.63 12.40 2400.0 12.63 12.40 2460.0 12.63 12.40 2520.0 12.64 12.40 2580.0 12.64 12.40 2640.0 12.64 12.40 2700.0 12.65 12.41 2760.0 12.65 12.40 2820.0 12.65 12.41 2880.0 12.66 12.41 2940.0 12.66 12.41 3000.0 12.66 12.41 3060.0 12.66 12.41 3120.0 12.67 12.41 3180.0 12.67 12.41 3240.0 12.67 12.41 3300.0 12.67 12.42 3360.0 12.68 12.42 3420.0 12.68 12.43 3480.0 12.69 12.43 3540.0 12.69 12.43 3600.0 12.69 12.44 3660.0 12.69 12.44 12.44 12.44 12.44 12.45 12.45 12.45 12.45 12.46 12.46 12.46 12.46 12.46 12.47 12.48 12.49 12.50 12.51 12.51 Page 1 of 1
I CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RES UL TS - GE-BA 1 SLUG OUT Site: ___
C_im_ar_ro_n_W_A ______ _
W ell (Test): _ G_E_-_B_A_1-_0_1 ~(S_l_u~g _O_u~t) ____ _
Date:
10/18/2012 Static W at_e_r -Le_v_e...,...1-(ft_)_: ------1-2._8_8 _____ _
Well Depth: ____
25_._91 _______ _
Screen Length (ft): _______
1_5 _____ _
Borehole Diameter (in): _____
10 ________ _
Slug Volume (ft3): ______
o_.1_2_8 _____ _
Start Time:
10:25 Slug Type: _____
M_e_c_h_a_ni_ca_l ____ _
End Time:
12:31 Recorded by: ______
B_N_B _____ _
Time (s) llw. Level (ttlll Time (s) llw. Level (tt~I Time (s) llw. Level (tt~I Time (s) llw. Level (ttlll Time (s) llw. Level (ttil Time (s) llw. Level (ttll 0.0 12.69 31.5 13.31 63.0 13.23 94.5 13.20 180.0 13.17 1080.0 13.03 0.5 12.70 32.0 13.31 63.5 13.23 95.0 13.20 185.0 13.16 1140.0 13.03 1.0 12.69 32.5 13.31 64.0 13.23 95.5 13.20 190.0 13.16 1200.0 13.02 1.5 12.68 33.0 13.30 64.5 13.22 96.0 13.20 195.0 13.16 1260.0 13.02 2.0 12.69 33.5 13.30 65.0 I
13.23 96.5 13.20 200.0 13.17 1320.0 13.01 2.5 12.69 34.0 13.30 65.5 13.23 97.0 13.20 205.0 13.17 1380.0 13.01 3.0 12.69 34.5 13.30 66.0 13.23 97.5 13.20 210.0 13.17 1440.0 13.00 3.5 12.68 35.0 13.29 66.5 13.23 98.0 13.20 215.0 13.17 1500.0 13.00
4. 0 12.68 35.5 13.29 67.0 13.23 98.5 13.20 220.0 13.17 1560.0 12.99 4.5 12.68 36.0 13.29 67.5 13.23 99.0 13.20 225.0 13.17 1620.0 12.99 5.0 12.69 36.5 13.29 68.0 13.23 99.5 13.20 230.0 13.16 1680.0 12.98 5.5 12.68 37.0 13.29 68.5 I
13.23 100.0 13.20 235.0 13.16 1740.0 12.98 6.0 12.69 37.5 13.28 69.0 13.23 100.5 13.20 240.0 13.16 1800.0 12.97 6.5 12.69 38.0 13.28 69.5 13.22 101.0 13.20 245.0 13.16 1860.0 12.97 7.0 12.69 38.5 13.28 70.0 13.22 101.5 13.20 250.0 13.16 1920.0 12.96
7. 5 12.69 39.0 13.28 70.5 13.22 102.0 13.20 255.0 13.16 1980.0 12.96 8.0 12.69 39.5 13.28 71.0 13.22 102.5 13.20 260.0 13.16 2040.0 12.96 8.5 12.69 40.0 13.27 71.5 13.22 103.0 13.20 265.0 13.16 2100.0 12.95 9.0 12.69 40.5 13.24 72.0 13.22 103.5 13.20 270.0 13.16 2160.0 12.95 9.5 12.69 41.0 13.26 72.5 13.22 104. 0 13.20 275.0 13.16 2220.0 12.94 10.0 12.69 41.5 13.26 73.0 13.22 104.5 13.19 280.0 13.15 2280.0 12.95 10.5 12.69 42.0 13.27 73.5 13.22 105.0 13.20 285.0 13.15 2340.0 12.94 11.0 13.13 42.5 13.26 74.0 13.22 105.5 13.20 290.0 13.15 2400.0 12.93 11.5 13.16 43.0 13.26 74.5 13.22 106.0 13.19 295.0 13.15 2460.0 12.93 12.0 12.54 43.5 13.26 75.0 13.21 106.5 13.20 300.0 13.15 2520.0 12.93 12.5 14.17 44.0 13.26 75.5 13.22 107.0 13.19 305.0 13.15 2580.0 12.92 13.0 14.55 44.5 13.26 76.0 13.21 107.5 13.19 310.0 13.15 2640.0 12.92 13.5 14.34 45.0 13.26 76.5 13.21 108.0 13.19 315.0 13.15 2700.0 12.92 14.0 14.20 45.5 13.26 77.0 I
13.21 108.5 13.20 320.0 13.14 2760.0 12.92 14.5 14.09 46.0 13.26 77.5 I
13.21 109.0 13.19 325.0 13.14 2820.0 12.91 15.0 14.01 46.5 13.25 78.0 I
13.22 109.5 13.19 330.0 13.14 2880.0 12.91 15.5 13.93 47.0 13.25 78.5 13.21 110.0 13.19 335.0 13.14 2940.0 12.91 16.0 13.86 47.5 13.25 79.0 13.21 110.5 13.19 340.0 13.14 3000.0 12.90 16.5 13.81 48.0 13.25 79.5 13.21 111.0 13.19 345.0 13.14 3060.0 12.90 17.0 13.75 48.5 13.25 80.0 13.21 111.5 13.20 350.0 13.13 3120.0 12.90 17.5 13.71 49.0 13.25 80.5 13.21 112.0 13.19 355.0 13.14 3180.0 12.90 18.0 13.67 49.5 13.37 81.0 13.21 112.5 13.19 360.0 13.13 3240.0 12.90 18.5 13.63 50.0 13.34 81.5 13.21 113.0 13.19 375.0 13.14 3300.0 12.89 19.0 13.60 50.5 13.32 82.0 13.21 113.5 13.19 390.0 13.13 3360.0 12.90 19.5 13.57 51.0 13.30 82.5 13.21 114.0 13.20 405.0 13.13 3420.0 12.89 20.0 13.54 51.5 13.29 83.0 13.21 114.5 13.20 420.0 13.12 3480.0 12.89 20.5 13.51 52.0 13.27 83.5 13.21 115.0 13.20 435.0 13.12 3540.0 12.88 21.0 13.49 52.5 13.27 84.0 13.21 115.5 13.19 450.0 13.12 3600.0 12.89 21.5 13.47 53.0 13.26 84.5 13.21 116.0 13.19 465.0 13.12 3660.0 12.88 22.0 13.45 53.5 13.26 85.0 13.21 116.5 13.19 480.0 13.12 22.5 13.43 54.0 13.25 85.5 13.21 117.0 13.19 495.0 13.11 23.0 13.42 54.5 13.25 86.0 13.21 117.5 13.19 510.0 13.11 23.5 13.41 55.0 13.25 86.5 13.21 118.0 13.19 525.0 13.11 24.0 13.40 55.5 13.24 87.0 13.21 118.5 13.19 540.0 13.10 24.5 13.39 56.0 13.24 87.5 13.21 119.0 13.19 555.0 13.10 25.0 13.37 56.5 13.24 88.0 13.21 119.5 13.19 570.0 13.10 25.5 13.37 57.0 13.24 88.5 13.20 120.0 13.19 585.0 13.10 26.0 13.36 57.5 13.24 89.0 13.21 125.0 13.19 600.0 13.09 26.5 13.36 58.0 13.24 89.5 13.21 130.0 13.18 615.0 13.09 27.0 13.35 58.5 13.24 90.0 13.21 135.0 13.19 630.0 13.09 27.5 13.34 59.0 13.24 90.5 I
13.21 140.0 13.18 645.0 13.09 28.0 13.34 59.5 13.24 91.0 13.21 145.0 13.17 660.0 13.09 28.5 13.33 60.0 13.23 91.5 13.20 150.0 13.17 720.0 13.08 29.0 13.33 60.5 13.23 92.0 13.20 155.0 13.17 780.0 13.07 29.5 13.33 61.0 13.23 92.5 I
13.20 160.0 13.17 840.0 13.06 30.0 13.32 61.5 13.23 93.0 I
13.20 165.0 13.18 900.0 13.06 30.5 13.32 62.0 13.23 93.5 13.20 170.0 13.17 960.0 13.05 31.0 13.31 62.5 13.23 94.0 I
13.20 175.0 13.17 1020.0 13.04 Page 1 of 1
I CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS -TMW-05 -SLUG IN Site:
Cimarron WA Date:
10/18/2012 We 11 (Test): __
T_M_W_-_05__,__(S_lu_,g"---l_n~) _____ _
St at i c Water Level (ft): ______
1_2_.8_2 _____ _
Well Depth: ____ 27_._oo _______ _
Screen Length (ft): ______
1_4_.5~5 _____ _
Borehole Diameter (in): _____
5 _ _______
Slug Volume (ft\\ ___ __
o_.0_3_9_ft_
3 _____
Start Time:
8:37 Slug Type: _____
M_e_ch_a_n_ic_a_l ____ _
End Time:
10:00 Recorded by: _____
B_N_B_/T_r_ol_l ____ _
Time (s} llw. Level (ftlll Time (s} llw. Level (tt~I Time (s} llw. Level (tt~I Time (s} llw. Level (tt}II Time (s} llw. Level (tt~I Time (s} llw. Level (ft}!
0.0 12.82 31.5 12.51 63.0 I
12.53 94.5 12.55 185.0 12.59 1140.0 12.73 0.5 12.82 32.0 12.50 63.5 I
12.53 95.0 12.55 190.0 12.59 1200.0 12.74 1.0 12.82 32.5 12.50 64.0 I
12.53 95.5 12.55 195.0 12.60 1260.0 12.74 1.5 12.82 33.0 12.50 64.5 12.53 96.0 12.55 200.0 12.59 1320.0 12.74 2.0 12.82 33.5 12.50 65.0 12.53 96.5 12.55 205.0 12.59 1380.0 12.74 2.5 12.82 34.0 12.50 65.5 12.54 97.0 12.55 210.0 12.58 1440.0 12.75 3.0 12.82 34.5 12.50 66.0 12.54 97.5 12.55 215.0 12.60 1500.0 12.75 3.5 12.82 35.0 12.50 66.5 12.53 98.0 12.55 220.0 12.60 1560.0 12.75
4. 0 12.82 35.5 12.51 67.0 12.53 98.5 12.55 225.0 12.60 1620.0 12.75 4.5 12.82 36.0 12.51
67. 5 12.53 99.0 12.55 230.0 12.60 1680.0 12.76 5.0 12.82 36.5 12.51 68.0 12.54 99.5 12.55 235.0 12.60 1740.0 12.76 5.5 12.82 37.0 12.51 68.5 12.53 100.0 12.55 240.0 12.60 6.0 12.82 37.5 12.51 69.0 12.54 100.5 12.55 245.0 12.60 6.5 12.82 38.0 12.51 69.5 12.54 101.0 12.55 250.0 12.61 7.0 12.82 38.5 12.51 70.0 12.53 101.5 12.55 255.0 12.61 7.5 12.82 39.0 12.51 70.5 12.54 102.0 12.56 260.0 12.61 8.0 12.82 39.5 12.51 71.0 i
12.54 102.5 12.55 265.0 12.61 8.5 12.82 40.0 12.51 71.5 I
12.54 103.0 12.55 270.0 12.61 9.0 12.82 40.5 12.51 72.0 12.54 103.5 12.55 275.0 12.62 9.5 12.82 41.0 12.51 72.5 12.54 104.0 12.55 280.0 12.62 10.0 12.81 41.5 12.51 73.0 12.54 104.5 12.55 285.0 12.62 10.5 12.54 42.0 12.51 73.5 12.54 105.0 12.56 290.0 12.62 11.0 12.26 42.5 12.52 74.0 12.54 105.5 12.55 295.0 12.62 11.5 12.14 43.0 12.51 74.5 12.54 106.0 12.55 300.0 12.62 12.0 12.74 43.5 12.51 75.0 12.54 106.5 12.55 305.0 12.62 12.5 12.12 44.0 12.51 75.5 12.54 107.0 12.56 310.0 12.63 13.0 11.86 44.5 12.51 76.0 12.54 107.5 12.56 315.0 12.63 13.5 12.08 45.0 12.52 76.5 12.54 108.0 12.56 320.0 12.63
14. 0 12.02 45.5 12.52 77.0 12.54 108.5 12.56 325.0 12.63 14.5 12.06 46.0 12.52 77.5 12.54 109.0 12.56 330.0 12.63 15.0 12.23 46.5 12.52 78.0 12.54 109.5 12.56 335.0 12.63 15.5 12.57 47.0 12.52 78.5 12.54 110.0 12.56 340.0 12.63 16.0 12.10 47.5 12.52 79.0 12.54 110.5 12.56 345.0 12.63 16.5 12.23 48.0 12.52 79.5 12.54 111.0 12.56 350.0 12.63 17.0 11.78 48.5 12.52 80.0 12.54 111.5 12.56 355.0 12.64 17.5 11.96 49.0 12.49 80.5 I
12.54 112.0 12.56 360.0 12.64 18.0 12.31 49.5 12.51 81.0 I
12.54 112.5 12.56 375.0 12.64 18.5 12.15 50.0 12.52 81.5 I
12.54 113.0 12.56 390.0 12.64 19.0 12.98 50.6 12.51 82.0 12.54 113.5 12.56 405.0 12.64 19.5 12.16 51.0 12.51 82.5 12.54 114.0 12.56 420.0 12.65 20.0 12.59 51.5 12.52 83.0 I
12.54 114.5 12.56 435.0 12.65 20.5 12.42 52.0 12.52 83.5 12.54 115.0 12.56 450.0 12.66 21.0 12.44 52.5 12.51 84.0 I
12.54 115.5 12.56 465.0 12.66 21.5 12.46 53.0 12.53 84.5 I
12.54 116.0 12.56 480.0 12.66 22.0 12.47 53.5 12.52 85.0 I
12.54 116.5 12.56 495.0 12.66 22.5 12.48 54.1 12.52 85.5 i
12.54 117.0 12.56 510.0 12.67 23.0 12.48 54.5 12.53 86.0 I
12.54 117.5 12.56 525.0 12.67 23.5 12.48 55.0 12.52 86.5 I
12.54 118.0 12.56 540.0 12.67 24.0 12.48 55.5 12.52 87.0 I
12.54 118.5 12.56 555.0 12.67 24.5 12.49 56.0 12.51 87.5 I
12.54 119.0 12.56 570.0 12.68 25.0 12.49 56.5 12.52 88.0 12.54 120.0 12.56 585.0 12.68 25.5 12.49 57.0 12.53 88.5 12.55 125.0 12.56 600.0 12.68 26.0 12.49 57.5 12.53 89.0 12.55 130.0 12.57 615.0 12.68 26.5 12.49 58.0 12.52 89.5 I
12.55 135.0 12.57 630.0 12.69 27.0 12.49 58.6 12.52 90.0 12.55 140.0 12.57 645.0 12.69 27.5 12.49 59.0 12.53 90.5 12.55 145.0 12.57 660.0 12.69 28.0 12.49 59.5 12.53 91.0 12.55 150.0 12.57 720.0 12.70 28.5 12.49 60.0 12.52 91.5 12.55 155.0 12.58 780.0 12.71 29.0 12.50 60.5 12.53 92.0 12.55 160.0 12.58 840.0 12.71 29.5 12.50 61.0 12.53 92.5 I
12.55 165.0 12.58 900.0 12.71 30.0 12.50 61.5 12.53 93.0 I
12.55 170.0 12.58 960.0 12.72 30.5 12.50 62.0 12.53 93.5 12.55 175.0 12.58 1020.0 12.73 31.0 12.53 62.5 12.53 94.0 12.55 180.0 12.59 1080.0 12.73 Page 1 of 1
Site:
Well (Test):
Well Depth:
Borehole Diameter (in):
Start Time:
End Time:
I Time (s) llw. Level (ft)II 0.0 12.81 0.5 12.81 1.0 12.80 1.5 12.81 2.0 12.81 2.5 12.81 3.0 12.81 3.5 12.81 4.0 12.82 4.5 12.84 5.0 12.82 5.5 12.82 6.0 12.81 6.5 12.81 7.0 12.82 7.5 12.81 8.0 12.81 8.5 12.81 9.0 12.81 9.5 12.81 10.0 12.81 10.5 12.82 11.0 12.81 11.5 12.81 12.0 12.82 12.5 12.82 13.0 12.81 13.5 12.81 14.0 12.81 14.5 12.81 15.0 12.81 15.5 12.81 16.0 12.82 16.5 12.81 17.0 13.37 17.5 13.27 18.0 13.83 18.5 13.09 19.0 14.15 19.5 15.28 20.0 14.33 20.5 14.21 21.0 14.01 21.5 13.84 22.0 13.69 22.5 13.56 23.0 13.44 23.5 13.34 24.0 13.27 24.5 13.22 25.0 13.18 25.5 13.15 26.0 13.13 26.5 13.12 27.0 13.11 27.5 13.10 28.0 13.10 28.5 13.10 29.0 13.09 29.5 13.09 30.0 13.08 30.5 13.08 31.0 13.08 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE C SLUG TEST RESULTS -TMW SLUG OUT Cimarron WA Date:
TMW-05 (Slug Out)
Static Water Level (ft):
27.00 Screen Length (ft):
5 Slug Volume (ft3):
8:37 Slug Type:
10:00 Recorded by:
Time (s) lw. Level
)
jw. Level (ft~I Time(s) llw. Level (ftlll Time (s) 31.5 13.07 63.0 I
13.03 94.5 13.02 185.0 32.0 13.07 63.5 13.03 95.0 13.02 190.0 32.5 13.07 64.0 I
13.03 95.5 13.02 195.0 33.0 13.07 64.5 13.03 96.0 13.02 200.0 33.5 13.07 65.0 13.03 96.5 13.02 205.0 34.0 13.07 65.5 13.03 97.0 13.02 210.0 34.5 13.06 66.0 13.03 97.5 13.02 215.0 35.0 13.06 66.5 I
13.03 98.0 13.02 220.0 35.5 13.06 67.0 I
13.03 98.5 13.02 225.0 36.0 13.06 67.5 I
13.03 99.0 13.02 230.0 36.5 13.06 68.0 13.03 99.5 13.02 235.0 37.0 13.06 68.5 13.03 100.0 13.02 240.0 37.5 13.06 69.0 13.03 100.5 13.02 245.0 38.0 13.06 69.5 13.03 101.0 13.02 250.0 38.5 13.05 70.0 13.03 101.5 13.02 255.0 39.0 13.05 70.5 13.03 102.0 13.02 260.0 39.5 13.05 71.0 13.03 102.5 13.02 265.0 40.0 13.05 71.5 13.02 103.0 13.02 270.0 40.5 13.05 72.0 13.02 103.5 13.02 275.0 41.0 13.05 72.5 13.02 104.0 13.02 280.0 41.5 13.05 73.0 13.02 104.5 13.02 285.0 42.0 13.05 73.5 13.02 105.0 13.02 290.0 42.5 13.05 74.0 13.02 105.5 13.02 295.0 43.0 13.05 74.5 13.02 106.0 13.02 300.0 43.5 13.05 75.1 13.02 106.5 13.02 305.0 44.0 13.05 75.5 13.02 107.0 13.01 310.0 44.5 13.04 76.0 13.03 107.5 13.01 315.0 45.0 13.04 76.5 13.02 108.0 13.01 320.0 45.5 13.04 77.0 13.03 108.5 13.01 325.0 46.0 13.05 77.5 13.02 109.0 13.02 330.0 46.5 13.04 78.0 13.02 109.5 13.01 335.0 47.0 13.04 78.5 13.02 110.0 13.02 340.0 47.5 13.04 79.0 13.01 110.5 13.01 345.0 48.0 13.04 79.5 13.02 111.0 13.01 350.0 48.5 13.04 80.0 13.02 111.5 13.01 355.0 49.0 13.04 80.5 13.02 112.0 13.01 360.0 49.5 13.04 81.0 I
13.02 112.5 13.01 375.0 50.0 13.04 81.5 13.02 113.0 13.01 390.0 50.5 13.04 82.0 I
13.02 113.5 13.01 405.0 51.0 13.04 82.5 13.01 114.0 13.00 420.0 51.5 13.04 83.0 13.02 114.5 13.00 435.0 52.0 13.04 83.5 13.02 115.0 13.01 450.0 52.5 13.04 84.0 I
13.02 115.5 13.01 465.0 53.0 13.04 84.5 I
13.02 116.0 13.01 480.0 53.5 13.04 85.0 I
13.02 116.5 13.02 495.0 54.0 13.04 85.5 i
13.02 117.0 13.02 510.0 54.5 13.04 86.0 I
13.02 117.5 13.01 525.0 55.0 13.04 86.5 i
13.02 118.0 13.01 540.0 55.5 13.04 87.0 I
13.02 118.5 13.01 555.0 56.0 13.04 87.5 I
13.02 119.0 13.01 570.0 56.5 13.04 88.0 13.02 120.0 13.01 585.0 57.0 13.04 88.5 13.02 125.0 13.01 600.0 57.5 13.04 89.0 13.02 130.0 13.01 615.0 58.0 13.03 89.5 13.02 135.0 13.01 630.0 58.5 13.03 90.0 13.02 140.0 13.00 645.0 59.0 13.03 90.5 13.02 145.0 13.00 660.0 59.5 13.03 91.0 I
13.02 150.0 13.01 720.0 60.0 13.03 91.5 I
13.02 155.0 13.00 780.0 60.5 13.03 92.0 13.02 160.0 13.00 840.0 61.0 13.03 92.5 13.02 165.0 13.00 900.0 61.5 13.03 93.0 I
13.02 170.0 13.00 960.0 62.0 13.03 93.5 i
13.02 175.0 13.00 1020.0 62.5 13.03 94.0 13.02 180.0 13.00 1080.0 10/18/2012 12.82 14.55 0.039 ft3 Mechanical BNB/Troll llw. Level (ft~I Time (s) llw. Level (tt)I 13.00 1140.0 12.89 13.00 1200.0 12.88 12.99 1260.0 12.87 12.99 1320.0 12.87 12.99 1380.0 12.87 12.99 1440.0 12.86 12.99 1500.0 12.86 12.99 1560.0 12.86 12.99 1620.0 12.86 12.99 1680.0 12.86 12.99 1740.0 12.85 12.98 1800.0 12.85 12.99 1860.0 12.86 12.99 1920.0 12.85 12.98 1980.0 12.85 12.98 2040.0 12.85 12.98 2100.0 12.85 12.98 2160.0 12.85 12.98 2220.0 12.85 12.98 2280.0 12.84 12.98 2340.0 12.84 12.98 2400.0 12.84 12.98 2460.0 12.84 12.98 2520.0 12.84 12.98 2580.0 12.84 12.97 2640.0 12.84 12.97 2700.0 12.84 12.97 2760.0 12.84 12.97 2820.0 12.84 12.97 2880.0 12.84 12.97 2940.0 12.84 12.97 12.97 12.97 12.97 12.97 12.96 12.97 12.96 12.96 12.96 12.96 12.96 12.95 12.95 12.95 12.95 12.95 12.95 12.94 12.94 12.94 12.94 12.94 12.94 12.93 12.93 12.92 12.92 12.91 12.90 12.90 12.89 Page 1 of 1
10.6 10.8 11 11.2
~
gj 11.4 n,
3:
0...
£ 11.6 Q.

+'
3:
14 0
+'
.c:
+'
Q, Cl>
C 14.5 15 15.5 16 0.0 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W13 SLUG OUT
/ I I 50.0 100.0 150.0 200.0 Time (sec)
Depth to Water (ft) 250.0 300.0 I
I 350.0 400.0 Page 1 of 1
15 15.5 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W26 SLUG IN 16 --------------------------------------------------
~
QJ....
n, 3: 16.5 0....
.c Q.
QJ 0
17.5 18 0.0 500.0 1000.0 1500.0 2000.0 2500.0 Time (sec)
Depth to Water (ft)
Page 1 of 1
17 17.5
~ 18 QJ...
3:
0...
..c...
0.
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST- 02W26 SLUG OUT
~ 18.5 1/2-'-----------------------------------------------------
19 19.5 -------.....--------.----------,--------........-------........----------.----------,
0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 Time (sec)
Depth to Water (ft)
Page 1 of 1
g
~
(LJ..
ta 10 11 12 3: 13 0..
.r:...
(LJ C
14 15 16
\\ '--
0.0 200.0 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W28 SLUG IN I
400.0 600.0 I
800.0 I
1000.0 Time (sec)
Depth to Water (ft)
I I
1200.0 1400.0 1600.0 1800.0 2000.0 Page 1 of 1
14 14.5 15 15.5
~
aj 16 n,
3:
0....
-5 16.5 Q.
(1' C
17 17.5 18 18.5 0.0 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W28 SLUG OUT
~
I 200.0 400.0 600.0 800.0 1000.0 1200.0 Time (sec)
Depth to Water (ft) 1400.0 Page 1 of 1
14.5 15
~ 15.5 (IJ...
co 3:
0...
.s::....
a.
(IJ C
16 16.5 17 0.0 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST- 02W39 SLUG IN
~
I I
J I
I I
I 200.0 400.0 600.0 800.0 1000.0 1200.0 1400.0 1600.0 Time (sec)
Depth to Water (ft) 1800.0 Page 1 of 1
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - 02W39 SLUG OUT 16.5 -,---------------------------------------------------
17 -II
~
g 17.S I
QJ
+-'
3:
0
+-'
.i=
+-'
0.
QJ C
18 18.5 19 +--------,---------,,----------,--------r----------.-------.----------,
0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 Time (sec)
Depth to Water (ft)
Page 1 of 1
10 10.5 11 11.5
E'
~
(1)
+a ta 3:
12 0
+a
.c
+a a.
(1) 0 12.5 13 13.5 14 0.0 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - GE-BAl-01 SLUG IN 500.0 1000.0 1500.0 2000.0 Time (sec)
Depth to Water (ft) 2500.0 3000.0 3500.0 4000.0 Page 1 of 1
~
(1'
+J (ti 12 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - GE-BAl-01 SLUG OUT 12.5 +--.---------------------------------------
13 ~
3: 13.5 0
+J
.c 0..
(1' C
14 --------------------------------------------------
14.5 15 -+------~------,--------,---------,,-------..--------,--------.-------,
0.0 500.0 1000.0 1500.0 2000.0 Time (sec)
Depth to Water (ft) 2500.0 3000.0 3500.0 4000.0 Page 1 of 1
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - TMW-5 SLUG IN 11.5 -,------------------------------------------
11.7 ;----------------------------------------------------
11.9 +-----------------------------------------------------
12.1 -+-- --------------------------------------------------
~ 12.3 Cl)
+"'
('O 3: 12.5 +111~------------------------------------------------
0
+"'
..s::.
! 12.7 1-11 _
-===::~""""""-~=;;;;;;;;;;;;;::::::::::::==========---
12.9 -+-+--------------------------------------------------
13.1 13.3 13.5 -+---------,---------,---------.-------.---------,--------,-------r-------,,------,--------,
0.0 200.0 400.0 600.0 800.0 1000.0 Time (sec)
Depth to Water (ft) 1200.0 1400.0 1600.0 1800.0 2000.0 Page 1 of 1
~
(1'...
cu 3:
0...
.s:::....
C.
(1' C
CIMARRON ENVIRONMENTAL RESPONSE TRUST HVDROGEOLOGIC PILOT TEST REPORT FIGURE C GROUNDWATER LEVEL VS. TIME - MECHANICAL SLUG TEST - TMW-5 SLUG OUT 12.5.--------------------------------------------------
13 l--
13.5 14 14.5 15 ~ -----------------------------------------------
15.5 *-+--------~------~--------------~------~------~-------
0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 Time (sec)
Depth to Water (ft)
APPENDIX D - WESTERN ALLUVIAL AREA AQUIFER TEST RESULTS TABLES D-1 GE-W A-01 Step-Rate Drawdown Test Data D-2 GE-WA-01 Constant Rate Pump Test Data D-3 T-68 Drawdown Data - Constant Rate Pump Test D-4 T-72 Drawdown Data - Constant Rate Pump Test D-5 T-7 5 Drawdown Data - Constant Rate Pump Test D-6 T-77 Drawdown Data - Constant Rate Pump Test D-7 T-78 Drawdown Data - Constant Rate Pump Test FIGURES D-1 GE-WA-01 Step-Rate Drawdown Graph 25 GPM D-2 GE-WA-01 Step-Rate Drawdown Graph 64 GPM D-3 GE-WA-01 Pump Test Graph D-4 GE-WA-01 Pump Test - Observation Well T-68 Graph D-5 GE-WA-01 Pump Test - Observation Well T-72 Graph D-6 GE-WA-01 Pump Test - Observation Well T-75 Graph D-7 GE-WA-01 Pump Test - Observation Well T-77 Graph D-8 GE-WA-01 Pump Test - Observation Well T-78 Graph AQTESOLV OUTPUT
Site:
Well:
Well Depth:
90% Recovery:
Step 1 Rate:
Start Time: 10:05 Time I
DTW (min.)
(ft.)
0.251 10.5 0.5 10.51 0.75 10.52 1
10.53 1.25 10.55 1.5 10.54 1.75 10.54 2
10.54 2.25 10.54 2.5 10.54 2.75 10.54 3
10.55 3.25 10.55 3.5 10.55 3.75 10.54 4
10.55 4.25 10.55 4.5 10.55 4.75 10.55 5
10.55 5.5 10.55 6
10.56 6.5 10.56 7
10.55 7.5 10.56 8
10.55 8.5 10.56 9
10.56 9.5 10.56 10 10.56 11 10.57 12 10.54 13 10.56 14 10.56 15I 10.55 16!
10.59 17i 10.56 1ai 10.56 19 10.56 20 10.54 22 10.56 24 10.55 26 10.55 28 10.55 30 10.56 35 10.55 40 10.55 45 10.55 50 10.56 55 10.56 60 10.56 Stop Time: 11 :06 Cimarron GE-WA-01 29.01 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D GE-WA-01 STEP-RATE DRAWDOWN TEST Date:
10/16/12 Static Depth to Water: __
10_._08 ______ ____ _
Recorded by: Matt Burton & Brad Brittain
_1_1_.9_7 ______ ________ (Static Depth to Water+ 0.9X(Well Depth - Static Depth to Water))
10 gpm Step 2 Rate:
15 gpm Step 3 Rate:
20 gpm Step 4 Rate:
25 gpm Start Time: 11 :07 Start Time: 12:08 Start Time: 13:10 I Drawdown Flow Time DTW Drawdown Flow Time DTW Drawdown Flow Time DTW I Drawdown I Flow (ft.)
(aom)
(min.)
(ft.)
(ft.)
laom)
(min.)
(ft.)
(ft.)
/aom)
(min.)
(ft.)
(ft.)
/a om) 0.42 9.99 0.25 10.79 0.71 15+H31 0.25 11.06 0.98 20.01 0.25 11.381 1.30 25 0.43 0.5 10.79 0.71 0.5 11.06 0.98 0.5 11.38 1.301 0.44 0.75 10.79 0.71 0.75 11.07 0.99 0.75 11.38 1.3ol 0.45 1
10.79 0.71 1
11.07 0.99 1
11.38 1.301 0.47 1.25 10.79 0.71 1.25 11.07 0.99 1.25 11.38 1.30 0.46 1.5 10.79 0.71 1.5 11.07 0.99 1.5 11.38 1.30 0.46 1.75 10.80 0.72 1.75 11.07 0.99 1.75 11.38 1.301 0.46 2
10.80 0.72 2
11.07 0.99 2
11.39 1.31 1 0.46 2.25 10.80 0.72 2.25 11.06 0.98 2.25 11.39 1.31 0.46 2.5 10.80 0.72 2.5 11.07 0.99 2.5 11.38 1.30 0.46 2.75 10.80 0.72 2.75 11.07 0.99 2.75 11.38 1.30 0.47 3
10.80 0.72 3
11.07 0.99 3
11.38 1.30 0.471 3.25 10.80 0.72 3.25 11.07 0.99 3.25 11.38 1.30 0.471 3.5 10.80 0.72 3.5 11.07 0.99 3.5 11.38 1.30 0.461 3.75 10.80 0.72 3.75 11.07 0.99 3.75 11.38 1.30 0.47 4
10.80 0.72 4
11.07 0.99 4
11.38 1 1.30 0.47 4.25 10.80 0.72 4.25 11.07 0.99 4.25 11.38 1.30 0.47 4.5 10.80 0.72 4.5 11.07 0.99 4.5 11.38 1.30 0.47 4.75 10.80 0.72 4.75 11.07 0.99 4.75 11.38 1.30 0.47 5
10.80 0.72 5
11.08 1.00 5
11.38 1.30 0.47 5.5 10.80 0.72 5.5 11.07 0.99 5.5 11.38 1.30 0.48 6
10.80 0.72 6
11.07 0.99 6
11.37 1.29 0.48 6.5 10.80 0.72 6.5 11.07 0.99 6.5 11.36 1.28 0.47 7
10.80 0.72 7
11.07 0.99 7
11.37 1.29 0.48 7.5 10.80 0.72 7.5 11.07 0.99 7.5 11.37 1.29 0.47 8
10.80 0.72 8
11.08 1.00 8
11.37 1.29 0.48 8.5 10.80 0.72 8.5 11.07 0.99 8.5 11.37 1.29 0.48 9
10.80 0.72 9
11.08 1.00 9
11.37 1.29 0.48 9.5 10.80 0.72 9.5 11.08 1.00 9.5 11.38 1.30 0.48 10.09 10 10.80 0.72 15 10 11.08 1.00 20 10 11.37 1.29 25 0.49 11 10.80 0.72 11 11.08 1.00 11 11.37 1.29 0.46 12 10.80 0.72 12 11.08 1.00 12 11.38 1.30 0.48 13 10.80 0.72 13 11.08 1.00 13 11.38 1.30 0.48 14 10.80 0.72 14 11.08 1.00 14 11.38 1.30 0.47 15 10.78 0.70 15 11.08 1.00 15 11.38 1.30 0.51 16 10.79 0.71 16 11.08 1.00 16 11.38 1.30 0.48 17 10.80 0.72 17 11.08 1.00 17 11.38 1.30 0.48 !
18 10.80 0.72 18 11.08 1.00 18 11.38 1.30 0.48 19 10.80 0.72 19 11.08 1.00 19 11.38 1.30 0.46 10 20 10.80 0.72 15 20 11.08 1.00 20.01 20 11.38 1.30 25 0.48 22 10.80 0.72 22 11.08 1.00 22 11.38 1.30 0.47 24 10.80 0.72 24 11.09 1.01 24 11.38 1.30 0.47 26 10.80 0.72 26 11.09 1.01 26 11.38 1.30 0.47 28 10.81 0.73 28 11.09 1.01 28 11.39 1.31 0.48 10 30 10.81 0.73 15 30 11.09 1.01 19.99 30 11.39 1.31 25 0.47 35 10.80 0.72 35 11.09 1.01 35 11.39 1.31 0.47 10 40 10.80 0.72 15 40 11.09 1.01 20 40 11.39 1.31 25 0.47 45 10.80 0.72 45 11.09 1.01 45 11.39 1.31 0.48 10 50 10.81 0.73 15 50 11.09 1.01 20 50 11.39 1.31 25 0.48 55 10.81 0.73 55 11.09 1.01 55 11.39 1.31 0.48 60 10.81 0.73 15 60 11.09 1.01 20.07 60 11.39 1.31 I 25 Stop Time: 12:07 Stop Time: 13:09 Stop Time: 14:10 Notes:
DTW = Depth to Water gpm = gallons per minute Page 1 of 1
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D GE-WA-01 CONSTANT RATE PUMP TEST DATA Site: ______
C_im_ arr_o_n _ ___
Date:
Well:
GE-WA-01 Static Water Level:
Well Depth : ______
2_9._0_1 _ ___
Recorded by:
Specified Pumping Rate: _ ____ __
6_3 _
Start Time:
Time DTW Drawdown Flow Time DTW Drawdown Flow Time DTW Drawdown Flow (min.)
(ft.)
(ft.)
laom)
(min.)
(ft.)
(ft.)
laom)
(min.)
(ft.)
(ft.)
laom) 0.25 63 55 12.95 2.85 1680 13.34 3.24 63.5 0.5 12.55 2.45 60 12.94 2.84 63.5 1740 13.36 3.26 63.4 0.75 12.64 2.54 70 12.95 2.85 1800 13.37 3.27 63 1
12.68 2.58 80 12.96 2.86 1860 1.25 12.72 2.62 90 12.96 2.86 63 1920 1.5 12.74 2.64 100 12.97 2.87 1980 1.75 12.75 2.65 110 12.97 2.87 2040 2
12.76 2.66 120 12.97 2.87 62.9 2100 2.25 12.76 2.66 150 12.98 2.88 63 2160 2.5 12.77 2.67 180 13 2.9 63 2220 2.75 12.78 2.68 210 13.02 2.92 63 2280 3
12.79 2.69 240 13.02 2.92 63 2340 3.25 12.8 2.7 270 13.04 2.94 63 2400 3.5 12.8 2.7 300 13.04 2.94 63 2460 3.75 12.8 2.7 360 13.06 2.96 63 2520 4
12.81 2.71 420 13.1 3
63 2580 4.25 12.81 2.71 480 13.12 3.02 64 2640 4.5 12.82 2.72 540 13.13 3.03 63.6 2700 4.75 12.82 2.72 600 13.15 3.05 63.6 2760 5
12.82 2.72 660 13.17 3.07 63.8 2820 6
12.83 2.73 720 13.19 3.09 63.6 2880 7
12.83 2.73 780 13.2 3.1 63.9 2940 8
12.83 2.73 840 13.21 3.11 63.9 3000 9
12.84 2.74 900 13.2 3.1 63.4 3060 10 12.84 2.74 960 13.21 3.11 63.3 3120 12 I
12.85 2.75 1020 ! 13.22 3.12 I
63.3 3180 I
i I
14 i 12.85 2.75 1080 13.23 3.13 63.5 3240 I
16 12.86 2.76 1140 13.24 3.14 63.3 3300 18 12.86 2.76 1200 13.26 3.16 63.3 3360 20 12.87 2.77 1260 13.24 3.14 62.8 3420 25 12.88 2.78 1320 13.24 3.14 62.8 3480 30 12.89 2.79 63.4 1380 13.29 3.19 63 3540 35 12.9 2.8 1440 13.29 3.19 63 3600 40 12.91 2.81 1500 13.31 3.21 63 3660 45 12.93 2.83 1560 13.31 3.21 63.1 3720 50 12.93 2.83 1620 13.34 3.24 63.3 3780 10/23/12-10/24/12 10.1 BNB/JMB/BDW/BRM 1030 1 0/23/12 Time DTW Drawdown Flow (min.)
(ft.)
(ft.)
laom) 3840 3900 3960 4020 4080 4140 4200 4260 4320 Note: DTW = Depth to Water gpm = gallons per minute Page 1 of 1
Site:
Well:
Well Depth:
Distance from Pumping Time (min) llpth to Water 0.25 I
10.71 I
0.5 10.71 I
0.75 10.71 1
10.71 1.25 10.71 1.5 I
10.71 1.75 I
10.71 I
2 10.71 2.5 10.71 3
10.71 3.5 10.71 4
10.71 I
4.5 I
10.72 5
I 10.72 I
5.5 10.72 6
10.72 6.5 10.72 7
10.72 7.5 10.72 I
8 10.72 I
8.5 10.72 9
10.72 I
9.5 10.72 10 10.72 12 10.73 14 10.73 16 10.73 18 10.73 20 10.73 22 10.73 24 10.74 I
26 10.74 I
28 10.74 30 10.74 32 10.74 34 10.75 36 10.74 38 10.74 40 10.75 42 10.75 44 10.75 I
46 10.75 I
48 10.75 50 10.75 52 I
10.75 54 l
10.75 I
I i
56 10.75 I
I 58 10.76 I
60 I
10.75 I
62 I
10.75 64 I
10.75 66 10.76 I
68 I
10.76 70 10.76 72 10.75 74 10.76 76 10.76 78 I
10.76 80 10.76 82 10.76 I
84 10.76 I
86 10.76 88 10.76 I
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-3 -T-68 DRAWDOWN DATA-CONSTANT RATE PUMP TEST Cimarron WA Date:
10/23/12-10/24/12 T-68 Static Water Level:
10.71 30.28 Recorded by:
BNB 143.5" Start Time:
1030 Drawdown (ft) Time (min) W. Level (ft) I Drawdown (ft) II Time (minl ll W. Level (ft) II Drawdown (ft) II Time (min)II W. Level (ft) II Drawdown (ft) I 0.00 90 10.76 0.05 680 I
10.86 I
0.15 1465 I
10.94 0.23 0.00 92 10.76 0.05 690 10.86 0.15 1480 I
10.94 0.23 0.00 94 10.76 0.05 700 10.86 0.15 1495 10.94 0.23 0.00 96 10.76 0.05 710 10.86 0.15 1510 10.94 0.23 0.00 98 10.76 0.05 720 10.86 0.15 1525 I
10.95 0.24 0.00 100 10.76 0.05 730 I
10.86 I
0.15 1540 10.95 0.24 0.00 110 10.77 0.05 740 10.86 I
0.15 1555 I
10.95 0.24 0.00 120 10.76 0.05 750 10.86 0.15 1570 I
10.95 0.24 0.00 130 10.77 0.06 760 10.86 0.15 1585 10.95 0.24 0.00 140 10.77 0.06 770 10.86 0.15 1600 10.95 0.24 0.00 150 10.77 0.06 780 10.87 0.15 1615 10.96 0.24 0.00 160 10.77 0.06 790 I
10.87 I
0.16 1630 I
10.96 0.25 0.01 170 10.77 0.06 800 I
10.87 I
0.16 1645 I
10.96 0.25 0.01 180 10.78 0.07 810 I
10.87 I
0.16 1660 10.96 0.25 0.01 190 10.78 0.07 820 10.87 0.16 1675 10.96 0.25 0.01 200 10.78 0.07 830 10.87 0.16 1690 10.96 0.25 0.01 210 10.78 0.07 840 10.87 0.16 1705 10.96 0.25 0.01 220 10.78 0.07 850 I
10.88 I
0.16 1720 10.96 0.25 0.01 230 10.79 0.08 860 10.88 0.17 1735 10.97 0.25 0.01 240 10.78 0.07 870 I
10.88 I
0.17 1750 10.97 0.26 0.01 250 10.79 0.08 880 I
10.88 I
0.17 1765 10.97 0.25 0.01 260 10.79 0.08 890 10.88 I
0.17 1780 10.97 0.26 0.01 270 10.79 0.08 900 I
10.88 0.17 0.01 280 10.79 0.08 910 I
10.88 I
0.17 0.02 290 10.79 0.08 920 10.88 I
0.17 0.02 300 10.80 0.08 930 10.88 I
0.17 0.02 310 10.80 0.09 940 10.89 0.18 0.02 320 10.80 0.09 950 10.89 I
0.18 0.02 330 10.80 0.09 960 10.89 I
0.18 0.02 340 10.80 0.09 970 10.89 0.18 0.03 350 10.80 0.09 980 10.89 0.18 0.03 360 10.81 0.10 990 10.89 0.18 0.03 370 10.81 0.09 1000 10.89 I
0.18 0.03 380 10.81 0.10 1015 I
10.90 I
0.18 0.03 390 10.81 0.10 1030 I 10.90 I
0.19 0.03 400 10.81 0.10 1045 I
10.90 0.19 0.03 410 10.81 0.10 1060 10.90 0.19 0.03 420 10.81 0.10 1075 10.90 0.19 0.04 430 10.82 0.11 1090 10.90 0.19 0.04 440 10.82 0.11 1105 10.90 0.19 0.04 450 10.82 0.11 1120 10.91 0.20 0.04 460 10.82 0.11 1135 10.91 0.20 0.04 470 10.82 0.11 1150 10.91 0.20 0.04 480 10.82 0.11 1165 10.91 0.20 0.04 490 10.83 0.12 1180 10.91 0.20 0.04 500 10.83 0.12 1195 I
10.91 0.20 0.04 510 10.83 0.12 1210 I
10.92 0.20 0.04 520 10.83 0.12 1225 10.92 0.21 0.04 530 10.83 0.12 1240 I
10.92 0.21 0.04 540 10.83 0.12 1255 10.92 0.21 0.04 550 10.84 0.13 1270 I
10.92 0.21 0.05 560 10.84 0.13 1285 10.92 I
0.21 0.04 570 10.84 0.13 1300 10.92 I
0.21 0.05 580 10.84 0.13 1315 10.93 0.22 I
0.04 590 10.84 0.13 1330 10.93 0.22 I
0.05 600 10.84 0.13 1345 10.93 0.22 0.05 610 10.84 0.13 1360 10.93 0.22 0.05 620 10.85 0.14 1375 10.93 0.22 0.05 630 10.85 0.14 1390 10.93 0.22 0.05 640 10.85 0.14 1405 10.94 I
0.23 0.05 650 10.85 0.14 1420 10.94 0.23 0.05 660 10.85 0.14 1435 10.94 0.23 0.05 670 10.85 0.14 1450 10.94 0.23 I
Page 1 of 1
Site:
Well:
Well Depth:
Distance from Pumping CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-4 -T-72 DRAWDOWN DATA-CONSTANT RATE PUMPING TEST Cimarron WA Date:
T-72 Static Water Level:
30.13 Recorded by:
112.83' Start Time:
10/23/12-10/24/12 10.58 BNB 1030 Time (min) W. Level (ft) I Drawdown (ft) II Time (min) II W. Level (ft) II Drawdown (ft) II Time (min) II W. Level (ft) II Drawdown (ft) II rime (min)II W. Level (ft) II Drawdown (ft) I 0.25 I
10.60 I
0.02 90 10.84 0.26 680 I
10.94 I
0.36 1465 I
11.03 0.45 0.5 10.66 0.08 92 10.85 0.27 690 10.94 0.36 1480 I
11.03 0.45 0.75 10.69 0.11 94 10.84 0.26 700 10.94 0.36 1495 I
11.03 0.45 1
10.72 0.14 96 10.85 0.27 710 10.95 0.37 1510 11.04 0.46 1.25 10.73 0.15 98 10.85 0.27 720 10.95 0.37 1525 11.03 0.45 1.5 10.75 I
0.16 100 10.85 0.27 730 I
10.95 I
0.37 1540 11.04 0.46 1.75 10.76 I
0.18 110 10.85 0.27 740 I
10.95 I
0.37 1555 I 11.04 0.46 2
10.77 0.19 120 10.84 0.26 750 10.95 0.37 1570 11.04 0.46 2.5 10.77 0.19 130 10.86 0.28 760 10.95 0.37 1585 11.04 0.46 3
10.77 0.19 140 10.86 0.28 770 10.96 0.38 1600 11.04 0.46 3.5 10.78 0.20 150 10.85 0.27 780 10.96 0.38 1615 11.04 0.46 4
10.78 0.20 160 10.86 0.28 790 I
10.96 I
0.38 1630 I
11.04 0.46 4.5 10.79 0.21 170 10.86 0.28 800 I
10.96 I
0.38 1645 11.02 0.44 5
10.79 0.21 180 10.87 0.29 810 I
10.96 I
0.38 1660 I
11.02 0.44 5.5 10.79 0.21 190 10.87 0.29 820 10.96 0.38 1675 11.02 0.44 6
10.79 0.21 200 10.87 0.29 830 10.96 0.38 1690 11.02 0.44 6.5 10.79 0.21 210 10.87 0.29 840 10.96 0.38 1705 I 11.02 0.44 7
10.80 0.22 220 10.87 0.29 850 10.96 0.38 1720 I
11.02 0.44 7.5 10.80 0.22 230 10.88 0.30 860 10.97 0.39 1735 I
11.03 0.45 I
8 10.80 0.22 240 10.87 0.29 870 10.97 0.39 1750 11.03 0.45 8.5 10.80 0.22 250 10.87 0.29 880 10.96 0.38 1765 11.03 0.45 9
10.80 0.22 260 10.88 0.30 890 10.97 0.39 1780 11.03 0.45 9.5 10.80 0.22 270 10.89 0.31 900 10.97 0.39 10 10.81 0.23 280 10.88 0.30 910 10.97 0.39 12 10.81 0.23 290 10.89 0.31 920 10.97 0.39 14 10.81 0.23 300 10.88 0.30 930 10.97 0.39 16 10.81 0.23 310 10.89 0.31 940 I
10.97 0.39 18 10.81 0.23 320 10.89 0.31 950 I
10.98 0.40 20 10.81 0.23 330 10.89 0.31 960 I
10.98 0.40 22 10.82 0.24 340 10.89 0.31 970 10.98 0.40 24 10.82 0.24 350 10.90 0.32 980 I
10.98 0.40 26 10.82 0.23 360 10.90 0.32 990 10.98 0.40 28 10.82 0.24 370 10.90 0.32 1000 10.98 0.40 30 10.82 0.24 380 10.90 0.32 1015 10.98 I
0.40 32 10.83 0.25 390 10.90 0.32 1030 I 10.98 I
0.40 34 10.83 I
0.25 400 10.90 0.32 1045 I
10.99 I
0.41 36 I
10.83 I
0.25 410 10.90 0.32 1060 10.99 0.41 38 10.83 I
0.25 420 10.90 0.32 1075 10.99 0.41 40 10.83 0.25 430 10.91 0.33 1090 10.99 0.41 42 10.83 0.25 440 10.91 0.33 1105 10.99 0.41 I
44 10.84 0.26 450 10.91 0.33 1120 10.99 0.41 I
46 10.83 I
0.25 460 10.91 0.33 1135 I
11.00 0.42 I
48 10.83 0.25 470 10.91 0.33 1150 11.00 0.42 so 10.84 0.26 480 10.91 0.33 1165 11.00 0.42 52 I
10.84 I
0.26 490 10.92 0.34 1180 I
11.00 0.42 I
54 l
10.84 I
0.26 500 10.92 0.34 1195 I
11.00 0.42 I
I 56 I
10.84 0.26 510 10.92 0.34 1210 I
11.00 0.42 I
58 I
10.85 0.27 520 10.92 0.34 1225 11.00 0.42 I I 60 I
10.84 0.26 530 10.92 0.34 1240 11.00 0.42 I
62 i
10.84 0.26 540 10.92 0.34 1255 11.01 0.43 i
64 I
10.84 0.26 550 10.92 0.34 1270 11.01 0.43 I
66 I
10.85 0.27 560 10.93 0.35 1285 11.01 0.43 68 10.84 0.26 570 10.93 0.35 1300 11.01 0.43 70 10.85 0.27 580 10.93 0.35 1315 11.01 0.43 72 10.84 I
0.26 590 10.93 0.35 1330 11.02 I
0.44 74 10.85 0.27 600 10.93 0.35 1345 11.01 0.43 76 10.85 0.27 610 10.93 0.35 1360 11.02 0.44 78 10.84 0.26 620 10.94 0.36 1375 11.02 0.44 80 I
10.85 I
0.27 630 10.94 0.36 1390 11.02 I
0.44 82 I
10.85 I
0.27 640 10.94 0.36 1405 I
11.02 I
0.44 84 I
10.84 0.26 650 10.94 0.36 1420 11.02 0.44 86 10.85 0.27 660 10.94 0.36 1435 11.02 0.44 88 10.85 0.27 670 10.94 0.36 1450 11.03 0.45 Page 1 of 1
Site:
Well:
Well Depth:
Distance from Pumping CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D T-75 DRAWDOWN DATA - CONSTANT RATE PUMPING TEST Cimarron WA Date:
T-75 Static Water Level:
30.23 Recorded by:
40.8' Start Time:
lnme (minlll W. Level (ft) II Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) 0.25 10.59 I
0.13 90 11.05 0.59 680 I
11.18 I
0.72 0.5 10.75 0.29 92 11.05 0.59 690 11.19 0.73 0.75 10.81 0.35 94 11.04 0.58 700 11.19 0.73 1
10.84 0.38 96 11.05 0.59 710 11.19 0.73 1.25 10.86 0.40 98 11.05 0.59 720 11.19 0.73 1.5 10.88 0.42 100 11.05 0.59 730 11.19 0.73 1.75 10.90 0.44 110 11.06 0.60 740 11.19 0.73 2
10.91 0.44 120 11.05 0.59 750 11.20 0.73 2.5 10.91 0.45 130 11.06 0.60 760 11.20 0.74 3
10.92 0.46 140 11.07 0.61 770 11.20 0.74 3.5 10.93 0.47 150 11.06 0.60 780 11.20 0.74 4
10.93 0.47 160 11.07 0.61 790 11.20 0.74 4.5 10.93 0.47 170 11.08 0.62 800 11.20 0.74 5
10.94 0.48 180 11.08 0.62 810 I
11.20 0.74 5.5 10.94 0.48 190 11.08 0.62 820 I
11.21 0.74 6
10.95 0.49 200 11.08 0.62 830 I
11.21 0.75 6.5 10.95 0.49 210 11.08 0.62 840 11.21 0.75 7
I 10.95 0.49 220 11.09 0.63 850 11.21 0.75 7.5 I
10.96 0.50 230 11.09 0.63 860 l
11.21 0.75 I
8 10.96 0.50 240 11.09 0.63 870 I
11.21 I
0.75 8.5 10.95 0.49 250 11.09 0.63 880 I
11.21 0.75 9
10.96 0.50 260 11.10 0.64 890 I
11.21 0.75 9.5 I
10.96 I
0.50 270 11.10 0.64 900 11.22 0.76 10 10.97 0.51 280 11.10 0.64 910 I
11.21 I
0.75 12 10.97 0.51 290 11.10 0.64 920 I
11.22 0.76 14 10.97 0.51 300 11.10 0.64 930 I
11.22 0.76 16 I
10.98 0.52 310 11.11 0.65 940 11.22 0.76 18 10.98 0.52 320 11.11 0.65 950 11.22 I
0.76 20 10.99 0.53 330 11.11 0.65 960 I
11.22 0.76 22 10.99 0.53 340 11.12 0.65 970 I
11.22 0.76 24 11.00 0.54 350 11.11 0.65 980 I
11.22 0.76 26 10.99 0.53 360 11.12 0.66 990 11.23 0.77 28 11.00 0.54 370 11.12 0.66 1000 11.23 0.77 30 I
11.00 0.54 380 11.12 0.66 1015 11.23 0.77 32 11.00 0.54 390 11.13 0.66 1030 11.23 0.77 34 11.00 0.54 400 11.13 0.66 1045 11.23 0.77 36 11.01 0.55 410 11.13 0.67 1060 11.23 0.77 38 11.00 0.54 420 11.13 0.67 1075 11.23 0.77 40 11.02 I
0.56 430 11.13 0.67 1090 11.24 0.78 42 11.02 0.56 440 11.14 0.68 1105 11.24 0.78 44 11.02 I
0.56 450 11.14 0.68 1120 11.25 0.78 46 11.02 0.56 460 11.14 0.68 1135 11.25 0.79 48 11.02 0.56 470 11.14 0.68 1150 11.25 0.79 so 11.03 0.57 480 11.14 0.68 1165 11.25 0.79 52 11.03 0.57 490 11.15 0.69 1180 11.25 I
0.79 54 11.03 0.57 500 11.15 0.69 1195 11.25 I
0.79 56 11.04 0.58 510 11.15 0.69 1210 11.26 i
0.80 58 11.04 0.58 520 11.16 0.69 1225 11.25 I
0.79 60 11.03 0.57 530 11.15 0.69 1240 11.25 I
0.79 62 11.03 0.57 540 11.15 0.69 1255 11.26 0.80 64 11.04 0.58 550 11.16 0.70 1270 11.26 0.80 66 I
11.05 0.59 560 11.16 0.70 1285 11.26 0.80 68 11.03 0.57 570 11.16 0.70 1300 11.26 0.80 70 11.05 0.59 580 11.16 0.70 1315 11.26 0.80 72 11.04 0.58 590 11.17 0.71 1330 11.27 0.81 74 11.05 0.59 600 11.17 0.71 1345 11.26 0.80 76 11.05 0.59 610 11.17 0.71 1360 11.27 0.81 78 11.04 0.58 620 11.17 0.71 1375 11.28 0.82 80 11.05 0.58 630 11.17 0.71 1390 11.28 0.82 82 11.05 0.59 640 11.18 0.72 1405 11.28 0.82 84 11.05 0.59 650 11.18 0.72 1420 11.28 0.82 86 11.05 0.59 660 11.18 0.72 1435 11.28 0.82 88 11.05 0.59 670 11.18 0.72 1450 11.29 0.83 10/23/12-10/24/12 10.46 BNB 1030 I Time (min) W. Level (ft)
Drawdown (ft) 1465 I
11.29 0.83 1480 I
11.29 0.83 1495 11.28 0.82 1510 11.29 0.83 1525 11.29 0.83 1540 11.30 0.83 1555 I 11.30 0.83 1570 I 11.29 0.83 1585 11.30 0.84 1600 11.30 0.84 1615 11.30 0.84 1630 I
11.31 0.85 1645 11.31 0.85 1660 11.31 0.85 1675 I
11.31 0.85 1690 11.31 0.85 1705 I
11.32 0.86 1720 11.32 0.86 1735 I
11.32 0.86 I
1750 I
11.32 0.86 1765 11.32 0.86 1780 11.32 0.86 I
I I
I I
I I
I I
I Page 1 of 1
Site:
Well:
Well Depth:
Distance from Pumping CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-6 -T-77 DRAWDOWN DATA-CONSTANT RATE PUMPING TEST Cimarron WA Date:
T-77 Static Water Level:
30.29 Recorded by:
72.85' Start Time:
10/23/12-10/24/12 9.69 BNB 1030 I Time (minlll W. Level (ft) II Drawdown (ft) II Time (min)II W. Level (ft) II Drawdown (ft) II Time (minJII W. Level (ft) II Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) I 0.25 I
9.82 I
0.13 90 10.02 0.33 680 I
10.16 I
0.47 1465 I
10.21 0.52 0.5 9.85 0.16 92 10.02 0.33 690 10.16 0.47 1480 I
10.22 0.53 0.75 9.87 0.18 94 10.02 0.33 700 10.17 0.48 1495 10.21 0.52 1
9.88 0.19 96 10.02 0.33 710 10.17 0.48 1510 10.22 0.53 1.25 I
9.88 0.19 98 10.02 0.33 720 10.17 0.48 1525 10.22 0.53 1.5 I
9.89 0.20 100 10.02 0.33 730 I
10.17 0.48 1540 10.22 0.53 1.75 9.89 0.20 110 10.03 0.34 740 I
10.17 I
0.48 1555 10.22 0.53 2
9.90 0.21 120 10.02 0.33 750 10.18 I
0.49 1570 10.22 0.53 2.5 9.90 0.21 130 10.04 0.35 760 10.18 0.49 1585 10.22 0.53 3
9.90 0.21 140 10.03 0.34 770 10.18 0.49 1600 10.22 0.53 3.5 9.90 0.21 150 10.03 0.34 780 10.18 0.49 1615 I
10.22 0.53 4
9.91 I
0.22 160 10.04 0.35 790 10.18 I
0.49 1630 I
10.23 0.54 4.5 9.91 0.22 170 10.05 0.36 800 10.18 I
0.49 1645 10.23 0.54 5
9.90 0.21 180 10.05 0.36 810 I
10.18 I
0.49 1660 10.23 0.54 5.5 9.91 I
0.22 190 10.05 0.36 820 10.19 0.50 1675 I
10.23 0.54 6
9.92 0.23 200 10.06 0.37 830 I
10.19 0.50 1690 10.23 0.54 6.5 9.91 0.22 210 10.05 0.36 840 I
10.19 0.50 1705 I
10.24 0.55 7
9.92 0.23 220 10.06 0.37 850 I
10.19 0.50 1720 I
10.24 0.55 7.5 9.92 0.23 230 10.06 0.37 860 I
10.19 0.50 1735 I
10.24 0.55 8
9.92 0.23 240 10.06 0.37 870 I
10.19 0.50 1750 I
10.24 0.55 8.5 9.92 0.23 250 10.06 0.37 880 I
10.20 0.51 1765 I
10.24 0.55 9
9.92 0.23 260 10.07 0.38 890 10.20 0.51 1780 10.24 0.55 9.5 9.93 0.24 270 10.07 0.38 900 10.20 0.51 10 9.93 0.24 280 10.08 0.39 910 10.20 0.51 12 9.93 0.24 290 10.07 0.38 920 10.20 0.51 14 9.93 I
0.24 300 10.08 0.39 930 10.20 0.51 16 9.94 I
0.25 310 10.08 0.39 940 10.20 0.51 18 9.95 0.26 320 10.08 0.39 950 10.21 0.52 20 9.95 0.26 330 10.08 0.39 960 10.21 0.52 22 9.94 0.25 340 10.09 0.40 970 10.21 0.52 24 9.96 I
0.27 350 10.09 0.40 980 10.21 I
0.52 26 9.96 0.27 360 10.10 0.41 990 10.21 0.52 28 9.96 I
0.27 370 10.09 0.40 1000 10.21 I
0.52 30 9.97 0.28 380 10.10 0.41 1015 10.22 0.53 32 9.97 0.28 390 10.10 0.41 1030 10.22 0.53 34 9.97 0.28 400 10.10 0.41 1045 10.22 0.53 36 9.97 0.28 410 10.11 0.42 1060 10.22 0.53 38 9.97 0.28 420 10.11 0.42 1075 I
10.22 0.53 40 I
10.00 I
0.31 430 10.11 0.42 1090 10.22 0.53 42 I
9.98 0.29 440 10.12 0.43 1105 I
10.23 I
0.54 44 I
9.99 0.30 450 10.11 0.42 1120 I
10.23 0.54 46 9.99 I
0.30 460 10.12 0.43 1135 10.23 0.54 48 9.99 0.30 470 10.12 0.43 1150 10.23 0.54 50 I
9.99 0.30 480 10.12 0.43 1165 I
10.23 0.54 52 I
10.00 0.31 490 10.13 0.44 1180 I
10.18 0.49 54 I
10.00 0.31 500 10.13 0.44 1195 I
10.18 0.49 56 10.01 0.32 510 10.13 0.44 1210 I
10.18 0.49 58 I
10.02 0.33 520 10.13 0.44 1225 10.18 0.49 60 10.00 0.31 530 10.13 0.44 1240 10.18 i
0.49 62 10.00 0.31 540 10.14 0.45 1255 10.19 I
0.50 64 10.01 0.32 550 10.14 0.45 1270 10.19 I
0.50 66 10.02 0.33 560 10.14 0.45 1285 10.19 0.50 68 10.01 0.32 570 10.14 0.45 1300 10.19 0.50 70 10.01 0.32 580 10.14 0.45 1315 10.19 I
0.50 72 10.01 0.32 590 10.15 0.46 1330 10.19 I
0.50 74 I
10.02 0.33 600 10.15 0.46 1345 10.20 0.51 76 I
10.01 0.32 610 10.15 0.46 1360 10.20 I
0.51 78 I
10.01 I
0.32 620 10.15 0.46 1375 10.20 I
0.51 I
80 10.02 0.33 630 10.15 0.46 1390 10.20 0.51 82 10.02 0.33 640 10.16 0.47 1405 10.20 0.51 84 10.01 0.32 650 10.16 0.47 1420 10.20 0.51 I
86 10.02 I
0.33 660 10.16 0.47 1435 I
10.20 I
0.51 I
88 I
10.02 I
0.33 670 10.16 0.47 1450 I
10.21 0.52 I
I Page 1 of 1
Site:
Well:
Well Depth:
Distance from Pumping CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT TABLE D-7 -T-78 DRAWDOWN DATA-CONSTANT RATE PUMPING TEST Cimarron WA Date:
T-78 Static Water Level:
30.2 Recorded by:
113.1' Start Time:
10/23/12-10/24/ 12 9.94 BNB 1030 I Time (minlll W. Level (ft) II Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) II Time (min)I~- Level (ftjl Drawdown (ft) II Time (minlll W. Level (ft) II Drawdown (ft) I 0.25 I
9.93 I
-0.01 86 10.02 0.08 910 I 10.15 I 0.21 I
0.5 9.94 0.00 88 10.03 0.09 925 I 10.15 0.21 I
0.75 9.95 0.01 90 10.02 0.08 940 I 10.16 I
0.22 1
9.96 0.02 92 10.02 0.08 955 10.16 0.22 1.25 9.96 0.02 94 10.02 0.08 970 I 10.16 0.22 1.5 9.97 I
0.03 96 10.02 0.08 985 I
10.16 0.22 1.75 9.97 0.03 98 10.03 0.09 1000 10.16 0.22 2
9.97 0.03 100 10.02 0.08 1015 I
10.17 0.23 2.5 9.97 0.03 115 10.03 0.09 1030 I 10.17 0.23 3
9.97 0.03 130 10.03 0.09 1045 10.17 0.23 3.5 I
9.97 0.03 145 10.03 0.09 1060 10.17 0.23 4
9.98 0.04 160 10.04 0.10 1075 10.17 0.23 4.5 9.97 0.03 175 10.04 0.10 1090 10.17 0.23 5
9.97 0.03 190 10.05 0.11 1105 10.18 0.24 5.5 9.98 0.04 205 10.05 0.11 1120 10.18 0.24 6
9.98 I
0.04 220 10.05 0.11 1135 10.18 0.24 I
6.5 9.98 I
0.04 235 10.04 0.10 1150 10.18 I 0.24 7
9.98 I
0.04 250 10.05 0.11 1165 10.18 I 0.24 7.5 9.98 0.04 265 10.05 0.11 1180 10.18 I
0.24 8
9.98 0.04 280 10.05 0.11 1195 10.18 0.24 8.5 9.98 0.04 295 10.06 0.12 1210 10.18 0.24 9
9.98 0.04 310 10.06 0.12 1225 10.18 0.24 9.5 9.99 0.04 325 10.06 0.12 1240 10.19 0.25 10 9.98 0.04 340 10.06 0.12 1255 10.19 0.25 12 9.99 0.05 355 10.07 0.13 1270 10.19 0.25 14 9.99 0.05 370 10.07 0.13 1285 10.19 0.25 16 9.99 0.05 385 10.07 0.13 1300 10.19 0.25 18 9.99 0.05 400 10.07 0.13 1315 10.19 I 0.25 I
20 9.99 I
0.05 415 10.08 0.14 1330 10.19 I 0.25 I
22 I
9.99 I
0.05 430 10.08 0.14 1345 10.20 I 0.26 I
24 10.00 0.06 445 10.08 0.14 1360 10.20 0.26 26 I
10.00 I
0.05 460 10.09 0.15 1375 10.20 0.26 I
28 I
10.00 0.06 475 10.09 0.15 1390 10.20 I 0.26 I
30 I
10.00 I
0.06 490 10.09 0.15 1405 10.20 0.26 32 10.01 I 0.07 505 10.09 0.15 1420 10.20 0.26 34 I
10.01 0.07 520 10.10 0.16 1435 I
10.20 0.26 36 10.01 0.07 535 10.10 0.16 1450 10.20 0.26 38 10.01 0.07 550 10.10 0.16 1465 I 10.21 0.27 40 10.01 I
0.07 565 10.10 0.16 1480 10.21 0.27 42 10.02 0.08 580 10.11 0.17 1495 10.20 0.26 44 10.02 0.08 595 10.11 0.17 1510 10.21 0.27 46 I
10.02 0.08 610 10.11 0.17 1525 I
10.21 I
0.27 48 i
10.01 I
0.07 625 10.11 0.17 1540 10.21 0.27 i
I I
so I
10.02 I 0.08 640 10.12 0.18 1555 10.21 0.27 I
I 52 I
10.02 I
0.08 655 10.12 0.18 1570 10.22 0.28 I
I I
54 I
10.02 0.08 670 10.12 0.18 1585 10.22 0.28 i
56 10.02 0.08 685 10.12 0.18 1600 10.22 0.28 I
58 10.02 0.08 700 10.12 0.18 1615 10.22 0.28 60 10.02 0.08 715 10.12 0.18 1630 10.22 0.28 62 10.02 0.08 730 10.13 0.19 1645 10.23 0.29 64 10.02 0.08 745 10.13 0.19 1660 I 10.22 0.28 66 10.03 0.09 760 10.13 0.19 1675 10.22 0.28 68 10.02 0.08 775 10.13 0.19 1690 10.22 0.28 I
70 10.03 0.09 790 10.14 0.20 1705 10.23 I
0.29 I
72 I
10.02 I
0.08 805 10.14 0.20 1720 I 10.23 I 0.29 74 10.03 0.09 820 10.14 0.20 1735 10.228 0.288 I
76 10.02 0.08 835 10.14 0.20 1750 I 10.229 I 0.289 78 I
10.02 0.08 850 10.14 0.20 1765 I
10.23 0.29 80 10.02 0.08 865 10.15 0.21 1780 I 10.232 0.292 82 10.02 0.08 880 10.15 0.21 I
84 I
10.02 I
0.08 895 10.15 0.21 I
Page 1 of 1
10.4 10.5 10.6 ~--
10.7 Cl) 10.8 Cl)
~
Cl) -
10.9 ns 3:
0 -
.c 11 Q.
Cl)
C 11.1 11.2 11.3 11.4 11.5 0
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA1-01 STEP DRAWDOWN TEST-10-25 GPM A
I.&..-..
50 100 150 Time (minutes)
A--
~.
200
10 10.5 11 Q)
I Q)
~
Q) 11.5
~
ns 3:
0 -
.c -
Q, 12 Q)
C 12.5 13 13.5 0
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA1-01 STEP DRAWDOWN TEST 64 GPM
~-
l I
50 100 150 Time (minutes) 200
-= -...
Cl)...
~
0...
~
a.
Cl)
C 13.5 CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE 0 GE-WA-01 PUMP TEST GRAPH 13.4 - -------------------------------------------- 13.3 13.2 13.1 13 12.9 2.4 2.5 2.6 2.7 2.8 2.9 3
12.8 !
~
~
I 3.1 12.7 3.2 12.6 --------------------------------------------- 3.3 12.5 -+--.--.----r--r------r--.---r----r--.----r--r----r---,---,--,---,--.-,--,-----i-- 3.4 0
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 Time (min)
Depth to Water (ft)
Drawdown (ft)
-= -
C:
3:
0 "C
3:
ns...
C
-= -...
Q)
+,I 3:
0
+,I
.c
+,I a.
Q)
C CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST DATA - OBSERVATION WELL T-68 11.00 - ----------------------------------------------,- 0.00 10.95 -t--'~ -------------------------------------::;;;;;--=_,,11!!!11<<... ______
0.05 10.90 0.10 10.85 0.15 10.80 I /
~
1 0.20 10.75 0.25 10.70 --+-------------------------------------------~----l 10.65 -+-----.---....-------.------,-----,-----.---.....----.---~-~-~--~-~--....-------.------,--~-~--- 0.30 0
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 Time (min)
Depth to Water (ft) orawdown (ft)
-= -
C
~
0 "C
~
cu...
C
=
Q)
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST DATA - OBSERVATION WELL T-72 11.10 ~-----------------------------------------------.- 0 0.1 10.90 0.2 7is 10.80
~
0..
..c 0.3 C.
Q)
C 10.70 0.4 10.60 -+-----------------------------"'--==------------------,
10.50 ----.---.......----.---......----.----,-----,-----,------,-----,------r----.------,-----,------,-----,------,-----,-----;- 0.5 0
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 Time (min)
Depth to Water (ft)
Drawdown (ft)
-= -
C 3:
0 "C
3:
ns...
C
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST - OBSERVATION WELL T-75 11.40 -.---------------------------------------------~ 0.00 11.30 I
~
I 0.10 11.20 -
0.20 11.10 -I----------..--_;;__--------------------------------------+ 0.30
..L..LaVV
- 0.40
= -...
Q)... 10.90 0.50
~
0...
.c 0.60 C.
Q)
C 10.10 I
- ~
I 0.10 10.60 0.80 10.50 -+-------------------------------------------------- 0.90 10.40 +----.---..-------.-------,---,-----.----,----,---,------,-----,.---,------,----r------r------r---.------.----+ 1.00 0
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 Time (min)
Depth to Water (ft)
Drawdown (ft)
-= -
r::
3:
0 "C
3:
ca...
C
-= -
a..
Q)...
3:
0...
.c:
CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMPT TEST-OBSERVATION WELL T-77 10.30 -r-----------------------------------------------,- 0.00 0.10 10.20
_,.,,c I
~
I 0.20 0.30 10.10 0.40 0.50
c. 10.00 0.60 Q)
C II I 0.70 9.90 -+------------------------------------------------+- 0.80 0.90 9.80 -+-----------.------.--.....----.---.....-----..---....----,----,---....-----------.------.----.-----,--- 1.00 0
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 Time (min)
Depth to Water (ft)
Drawdown (ft)
-= -
C:
3:
0 "C
3:
cu a..
C
-= -...
Q)...
~
0...
.c:...
0.
Q)
C CIMARRON ENVIRONMENTAL RESPONSE TRUST HYDROGEOLOGIC PILOT TEST REPORT FIGURE D GE-WA-01 PUMP TEST - OBSERVATION WELL T-78 10.30 -r------------------------------------------------,.. 0.00 10.20
~
I 0.10 10.10 0.20 10.00 -+-IF-------------------------------------------------+- 0.30 9.90 -+-----.---..-----.------,----.-----T"--.....-----,---,-------.------.-----,------.---..----..------,---,,-----,---- 0.40 0
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 Time (min)
Depth to Water (ft)
Drawdown (ft)
-= -
C:
~
0 "C
~
cu...
C
Cimarron Step-Rate Test 3.5 -.----------------------------
3 ;---------------------------------------
2.5 -L-------------t--~ -----
Q= 64 gpm S= 2.872 ft 2
S-2 z:-2-8-gpm-fft T = 34,200 gpd/ft 1.5 I
l Q-so g 1 t Q=40gpm
\\
s= 1.757 ft Q= 31 gpm s= 1.404 ft
o. 5 I s 2:-2.Q&-gf T= 33,120 gpd/ft 5= 22.8 gpm/ft T = 34,200 gpd/ft s= 2.22 ft 5= 22.5 gpm/ft T= 33,750 gpd/ft 0 ---------.------------.--------~-------~------~
0 50 100 150 200 250
-+-Cimarron Step-Rate Test Q= discharge s= drawdown 5= specific capacity T = tra nsm issivity
g C
(])
E
(])
(.)
ro c..
Cl) 0 1 0. 1_:--r-nTTTTl
-n*T1Trn-T77,TTTir-,-,TT
1.
>-, ----+-----+-
//
0.1

+----~ ~

-!!------ -- ----1-----t--- -- ----+----
-I 0.01 I _ Lrnilill_J
_ _1___LLUilL_l___LLW.IJL_.L. _i _J_Llilll_L_LLLJ.lJJ 0.1
1.
10.
100.
1000.
1.0E+4 1.0E+5 Time (sec)
AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA WELL TEST ANALYSIS Data Set: ~:\\.. JGEV\\(A0j_single__1e_co_~~~y_ neu11Jan.aqt Date: 01 /18/13 Time: 15: 15:28 PROJECT INFORMATION Company: E~M Client: Cimarron Environmental Trust Project: 65_943 Location: Crescel)t1-OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 4126.1 tt2/day S = 45.13 Sy= 0.5
~ = 0.001 Well Name
~
um_p~gttf ells_ - [
~ -
.. y-ff ----7 1-w_ -. *ell*N* --ame-- ---- ------1-Obs.ervai()(*!"*ttf"_ells_T....... _-Y{ft[ ~---7 1_9E-\\,\\,iA~o1 -...... f
... 6. :__r_:.:___J l.
J, GE-V\\/A-01
~--
o__
I o ~
g C
<J)
E
<J)
(.)
rn
a.
en 0
10. 1-IITTT
/
1.
0 0
0. 1 I_ __ J__Li._UJJJ 0.1
1.
T777Tr11 -r-,IT!Tf
~Ej°f"))l][llllftiI!nr!J[~(([IJ!lllJlil!DliP 11!!1 LL.J.JJJ.ll.__ l__L.L J..LULl____]___J__LilLJJJ_J __ _j__l--1..LI.UL ___ L_l..J--1..WJ LJ.IJJ
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA WELL TEST ANALYSIS Data Set: K:\\... \\GEWA01 _sin_gle~neuman.aqt Date: 01/24/13 Time: 21 :38:25 PROJECT INFORMATION Company: E~M Client: Cimarron Environmental Trust Project: 65943 Location: Cres_ce_!Jt_()~
Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 4927. tt2/day S = 0.01504 Sy = 9.46t:E-6 11
= 0.1
_ E_~mp l_l}g_W~!!s ---- --- ---------- ---- --- ---------

---- ------ QQ§~I_'{a_!~9Q_~~J I_~---- ----- ---------*-7 t&f~~A~ *****f~

xgiL I~-* Y~ftl~~*] [~~~~~;Q1_ *._+/-_ *** x~tt)
.. + Vt)_ ______ J
g
,+-I C
Q)
E Q) u ro Q.
en i:S
10. r
1.
-r
-rTTrTITIT - rrr,m1
-- -rTnTrrrr---r-,TTn11r--r-n iTm t.[i-Dill!IllllJtfi1))J "
WELL TEST ANALYSIS Data Set: K:\\... \\GEWAQ1 _sing!e_moe!7ch.aqt Date: 01 /18/13 Time: 15: 14:22 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 659__43 Location: Crescent, OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: U1J __ 9QQfined Solution Method: Moench T
= 489_1 J tt2/day S
= 0.01504 Sy
= 0~QQ_1_73~
11
= 0.1 Sw
= 0.
0.1 0.1
... LLLLWJL_J __ J_L.1... LLLI.L __..L.LU
__. __...l_j I
_J____LJ_J_ LLJJ L _____ Ll...LL.UJJJ___j_____L 1 J.. LLJJ r(w)
= 0.1667 ft
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA r(c)
= 0.1667 ft alpha = 1 ~0E+_30 sec-1 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 1286.8 WELL DATA l~~tWA~{ -
Pumpin Wells Y{ft~
I w
__ ell_-Na_r:ne _
X (ft)_
I
- 0 ~J,_ gE-W~01 O ____ ----
_________ lQ
__ b~el"\\/a~o(fif"_ ells ___ l_-----_ Y ~fl)-~~ I
_______ 9 _________ ----------- -----
5, l-7* !ll TIT[--7-TTrflTlf--,-,TlTTTi r* --,-,-,.,. nrr,
- *-*1-1,lllTI
4. !--*--+----+---
g
3.
C
~
0 "O
3:
co I,,_
2.
0
1. I I _____, __ _
_.,,,./
u
o. C_L ~ _J. _Ll..LLJJ.!L....L_LLLLWL__L_LU.l.ULl __ L_J_j_LIJ..W__j_j__!__LJJ 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Adjusted Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... ~GE_WAQ_1 _sin_gJ_~.agt Date: 01/18/13 Time: 15:13:07 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Crescent, OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unc_onfined Solution Method: Cooper-Jacob T = 57 44.5 tt2/day S = 0.8754 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA
~--- _____
P_umpJQ9_1/Y~J!s__
~~~::_~~ - --
. -XtJ..
]
- y ~ftj - I [~~~~;~!
Observation Wells
__ -I _ Xt} -- __ _J. -- y ti.....
0.01 0.1 0
1 2
-:r= ~
C1)
_,?
C1)
~
C: ;:
5 0
"C ;:
C'G 6
C 7
8 9
10 1
GE-WA-01 Distance - Drawdown Aquifer Test at 63.4 GPM Cimarron Environmental Crescent, OK 10 Distance (feet) 100 1000 10000 I\\
Theoretical Drawdown T=528 (63.4 gpr17)/1.2 = 27,896 gpd/ft T=3, 738 ft2/ day S=0.3 (27,896 gpdVft) (1.25 days)/ 64692.46 ft 2 S= 0.17 100000
1..-~TITr TllTfT-~7 TTTTmn---,----nT11 nr~ TTt rn
0. 8 I - -

t- ----- ---1----- ------ t--- ---

t-g 0.6 <------t-----+------- c
~
0 "O
~
co I....
0 0.4 I------+---

----- --t-- --- -

I 0.2 1------+--- ---- -*--
0.1
1.
10.
"4,t1i1JJ'..-
,-.UL
,,, 1'+i'twr__-_J __[____l_J_j_LJLL___Li_l__LwL
, ___ J___JJ_L 100.
1000. 1.0E+4 1.0E+5 1.0E+6 Adjusted Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\T68_GEWA0_1.aqt Date: 01/18/13 Time: 15:16:03 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Crescent, OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Cooper-Ja~9b T = 7 454.8 tt2/day S = 0.1353 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA Pumping Wells Observation Wells L~~~w;~f-- --
J __ ~ _xgt)=- -~-J -- ---vgi~ -_J I-~~~~~~~=:--~ =-J...... ~~~t~.. 1-.-. ~-~i~---]
g C
Q)
E Q) u ro a..
CJ) 0
1.
1--
I I I 11111
, -,-,rn,,---,TnTmc-,-m, mr nTnmr ---,-, r, mi 1-1 TITI
0. 1 >------>--------+---+--- *--t-------**--+---.i------1 *----- *--*--I 0.01 E 0
cc w
!iJ:IDj A >OD~
\\.,\\r*-=
~
/
,:*1 ll:{;
. *CT 1.f o. o o 1 [ __ [_.LJ_Jill.Ll___j_,_LJ_.LL-1. Lll-.....,i,,... LUJ Lw..---'--LLLLLUL_L...L. LLULLL_L.. L..L..LL.LJ.U ___.L_,
0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\T68_GEWA01 __ ~oer}ch.aqt Date: 01/18/13 Time: 15:16:29 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65~-43 Location: Crescent OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Uoconfined Solution Method: Moench T
= 7.582E+4 tt2/day S
= 1.992E-10 Sy
= 0.00814_9 11
= 0.1 Sw
= 0.
r(w)
= OJ 667 ft r(c)
= 0.1667 ft alpha = 1.0E+30 sec-1 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.001737 WELL DATA i-1=-u_rnp_~Q.9_\\{y_~IJs_~---
---~ [- _ _ ____________ 1 Q_~s-~~~ajip_Q_YY.eJI~ _________ _
~~~;~~~ ----- -
I --
~~ x &ttJ -~ -+ --v &fl) - J~f !~~~~e --- J ~ io~~L- _L __ ~ Jf ~ _. -
g
+-'
C Q)
E Q) t)
co a.
(/)
0
1. i=:--1-nTrrrr1-7-11nm1-----rTrn 1n1 --1-17 rnT~-,TITnrri---1--nTm1r-r71m07
[
0.1
[
f-0.01 !
C,
-_p_ lIID am:
,:ili:llEiu i.1'.Ji])
,C I
I*
I if-"
11 7
0.001 ~~ill jnl:~J_Lrn,,~-rn=c I Ii 11111 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA WELL TEST ANALYSIS
~
- ~---
Data Set: t(_:\\ ~~\\T68_GEWA_0_1_ neum~n_.aqt Date: 01/18/13 Time: 15:16:51 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Cr~scent, _OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 5.892E:t:4 tt2/day S =0.01588 Sy = 0.00_1468 r1 = 0.1 PumplD__g_ Wells
~--------
Observation Wells l~~~~/4-6~ ---.--.-_,_-__ -__ -_-___l-,-----~ ~- X6ft)
. 1 * -Y~ft)
]
w;!~~ame
- -- r -~o~fl~
---_-,--L _____ -_-_ -~~1~ -. 1
1.
-,i-mm--, n -nTnT-7,-ITilTI 1----- IT TT7771T -n-n-1,-rnrrw-,TTnTr r 0.8 g
0.6 C
~
0
"'O
~
rn I...
0.4 r-0
-- * :;;il~ij..z-0.2 r-----j~--
4
. ;;jjJJ:plii,~~
-*- ----------+---- --ibil\\0._l,_j'~: -------+-------+---
o.
1 _l__LlliJj_L _
LU LLU. ----'--'---'--'-~w.li-----'-J-LW~J-U
......1-1-L..W..Ll~-1-.J.. -'--L~Lll-L-LLJ.JJJ.l 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Adjusted Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\!_I2~ GEW~01_.aqt Date: 01/18/13 Time: 15:17:11 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Cr~scent_,_ OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unc9nfined Solution Method: Coqper-Jacob T = ?Z~9~ tt2lday S = 0.04201 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA Well Name Pump~-ng ftWells ___ I _____________ Y_ft ___ --_-
--- -- _JD -

( L -

GE-WA-01 I ______ o
_____________ o __________ J Observation Wells
[!;I~~-~e-~-- -_--_--_--._~I--*_---_** jJ~---- -r*.--
}~~l
1. c--,r77Tm,-TTiTilT[)--1-1 **1Ti 111r* -,TTT! rn1--,--nr1rn1-* 1-i-nTT
,-17Tlllj g
--c Q)
E Q)
(.)
rn
a.
CJ) 0 0.1 0.01 0. 0 0 1 I___LLULLLLL __ L.LLLW 0.1
1.
10.
Saturated Thickness: 18.91 ft
_iE~Jli,.I,* 1:*,ji0JJLt~['ti!W:l\\i u_umj__,_u_ ullil __ L_LLllH"----U _u_ LJ_uj_ _L_Li_jj 100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA WELL DATA WELL TEST ANALYSIS Data Set: K:\\.. \\T72_GEWA01_neuman.aqt Date: 01/18/13 Time: 15:18:27 PROJECT INFORMATION Company: El: M Client: Cimarron Environmental Trust Project: 65943 Location: Crescent! OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = j.J 5~E"!"4 tt2/day S = 0.0001618 Sy= 0.01187 11 = 0.1
~~~~A~~
1-~ ~u=~f ~
115 J
y git --
1w;1i~ame -
Observation Wells
~-iftl_
97.7
_ Y_ (ft)__ _ _
-56.4
g C
3:
0 l:J 3:
ro l-o
2.
r-,7'TlTfTJ~Trrr-rr1Trmi----*,rr-nT111-,- --r7TI Im* *--r-1Trrnn---**117 n111 1.6 r-----+----------<- *------**-t--------,
-**--**----t-*--*----*--------* l*---***----------1 1.2 0.8 t----+----
,,,..t,,.
0.4 f----+--------+-~
'9--------+----f----
0.
L.. __ LL.L:..iJJJ 0.1
1.
10.
__.Lj_...LJ.J.WL _ ___l__J__LJJ..LLJ LLlJ.L _ __L __.L.._J LJ_lj 100.
1000. 1.0E+4 1.0E+5 1.0E+6 Adjusted Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\T75_GEWt01.aqt Date: 01/18/13 Time: 15:18:50 PROJECT INFORMATION Company: Ef:>M Client: Cimarron Environmental Trust Project: 65943 Location: Crescent, OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Coo_per~Jacob T = 6974.2 tt2/day S = 0.02805 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 2.158 WELL DATA
,---------------- Pumping Wells
_ _ _____ Observation Wells l~E~~~-01 ~~

I ~
x &fl) ~~ *1 vgt1 ** ** * ** l l~;I~ame ~ *............ *1. -. ***** 11ftr~>. L~-J~~~ __ _ I
g
,+-I C
Q.)
E Q.) u co Q.
Cl) 0
1. 1--,-nTTTn1-1-TnTlll1-*,,rTTrrrr **-n-1,1T1~-----~,-T,,,,,
1-1*TITITI
, l'.,.'{lllj/:*'
I 0.1 -- -- ------- -
Q. Q 1 L_ -LHUJ___L__U__Uil
_L_.LW.lll___L.J__LUW
!JJl.l_ __ Lj_.J_U_W_L._!.___l_L..L.L.J 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\T_75_GE~/-\\01 __ moe_r:,cQ_.aqt Date: 01 /18/13 Time: 15: 19: 11 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Crescent1-O~ -
Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Moench T
= 9342.9 tt2/day S
= 4.087E-6 Sy
= 0:0001882 11
= 7.
Sw
=O.
r(w)
= 0.1667 ft r(c)
=0.1667ft alpha= J_.0_E_~30 sec-1 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 1.511 WELL DATA
~E~W/4~{ --
-J Pu_~l{,-ttfeJls~_T Y gt) J [_w;~~ame ___ _
Observation Wells
-*J-
-- ~t{ --- -I
-~ii -- I
1. I-IITlTfT7T-TTTllll1T-rTTTITn g
+-'
C
())
E
())
(.)
ro
a.
Cl) 0 0.1 0.01 0.1 ~cl~=
1.
10.
Saturated Thickness: 18.91 ft
,,ifl.,.'f/L'O-:
.. ;.,:lt.\\\\
-~~-~~.-lllilL _ _l __ LLli.llll _ __j __ J_J_liJJ 100.
1000. 1.0E+4 1.0E+S 1.0E+6 Time (sec)
AQUIFER DATA WELL DATA WELL TEST ANALYSIS Data Set: K:\\... \\T75_GEWA01 _neun,an.a~t Date: 01 /18/13 Time: 15: 19:26 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 6~~1~
Location: C~escen(_ OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 7_394.2 tt2/day S = 0.01019 Sy = 0.00_8?67 11 = 7.
..--------~_
PuDJp_i_Q_Q__YY~Jl_s ___. -----*------
EGE~~A~f*-*-...... *.. +***..
X6fl}.~.. J_** _v6~} __ = I [:{~~~ame...
Observation Wells
. - *~~~l *-] *-*-=}t~ **.* 7

*---- --~----- - ---* *--------

1. 1--ri,rTm,-rTTTI rrrr--i-TTTI7llT-T7TTTn ~ -T77TITT~-iTTrm I,-r--17TI 171
0. 8 /------ --+--- - -- ---- I- - - -- - --/--*-------/--- - - ---,--- -- ---- --
g 0.6 1---*--
t------+-----+----*-*-- ------t---
--1-------,
C 3:
0 "C
3:
co I....
0 0.4
jli l!
,ii
,*r, tfY 0.2 ~----+-----+--- --+------1----~3~#,.:_':._t----- -+---
~
o. l __ 1_1 _j__LJ...LJJl __ L_j:...'LJ
_ _L_I_UJ_w.l __J_ '- LU 111 LLU
____LJ_J_j_J.LIJ 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Adjusted Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\T77 _ GEWA01.aqt Date: 01/18/13 Time: 15:19:45 PROJECT INFORMATION Company: E~M Client: Cimarron Environmental Trust Project: 65943 Location: Crescent, OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Uncor:!f_i __ ned Solution Method: Coo_per-Jacob T = 7215.3 tt2/day S = 0.1033 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA
~l~Jts;l *
_---~---------~_] --.... f>urnB~tfe~s~.~+----_-___ ---v-_g-ft)- *~7 [W1!+~ame~~ ~ *f bserva~~rells... r. iJ~------*]
g
+-'
C Q)
E Q) u co Q.
(/)
0
1. c I -., ""n;rnm; -,-1111~~~]
j,(J,~""
j**S\\.'."
I ITL 0.1 r
-1 7-,

'":
I-0.01 a-

+-----t ----+--

-t-*- -- -- ----+--
0.001 I._ L_l_J__LJ.LLU _cL_LLJ..lJJ..l.l_J.._l-1..1 LJ..IJL _ _l__J_LUWL __ L..J_LUWL __ L L.J..LLWL ___ L.LLLLLJJ 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\. *: \\1)7__ GE.YV601_ ~oenc~.ag~
Date: 01 /18/13 Time: 15:20: 11 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Crescent! OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: l)!]cp11~n~d Solution Method: Moench T
= 3I1~E~4 ft2/day S
= 0.0006416 Sy
= 5.822E:5
~
= 0.1 Sw
= 0.
r(w)
= 0J_66~ ft r(c)
= 0.1667 ft alpha = 1jl;:~30 sec-1 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.00673 WELL DATA
______________ 1:_u_~l!lg-~E?IIS
--*---------*. _____ Qb_s~ryc1ttor::i_YY~lls
[~E~~A-~~ ~- -.. J----~)(gt) t..
ygt)
_ --j I w;~1~ame
-. {- -..
---~-~~~~---*-*.* --

-'({~L -- -

70.4
1. : CTTTHTI ---.-n Trm --,T,T' "'1-Tnrrm--.-TTTlH[J
~ =mi
7 f-
_,),'_,,-
0.1,..
g t
+..I C
(I)
E

+--.. "'**---t----** ' -*-+***-*-*---!---*--* *-*****

J-1
.:ff
,:7' (I) f-(.)
co f-c..
(/)
0 0.01 E
\\*---- --+----
I 0.001 li,=~-rn=,*-~u~iu-_L~cw_,~w 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA Saturated Thickness: 18.91 ft WELL DATA WELL TEST ANALYSIS Data Set: ~:\\... _\\T77 _GEW~01-neuman.aqt Date: 01/18/13 Time: 15:20:36 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Crescen(_OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 9238.5 tt2/day S = 0.0006416 Sy= 0.04459 r1 = 0.1
[~:~~:-~~.

Liweus

I y &~=-] r~~~~ame _______ -- (~~~~a~o~r~ILL -* id~ _: -
1. 1---T,Tnmr-,-nTTTn7--r,TTTllT1--Y-T,n I ni-- 1----1---n,m~-1--rTTTl ii 0.8, __ _

1---------------, _

0.6 r------+--*----t-----+---

[-

---+-- -----+-- ----,
C 3:
0
"'O 3:
rn I....
0 0.4 0.2
0. L ___ LLl.LLlll.1,_"--
0.1
1.
(\\(v':/~.Ni
~ _._::r_u1111 f I I I LLL I _LilUllJ _
_L_LW_lill _
_L_j__LJ_j_
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Adjusted Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\T78_GEWA0_1_.aqt Date: 01/18/13 Time: 15:20:56 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: ~5943 Location: Crescent!_ OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Coo_per-Jacob T = 9913. tt2/day S = 0.1172 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.5 WELL DATA
-~_Pu_n:,QiQg_\\(VeJls__ _ _______ __

* 9 _bservation_We_lls _____________________ _

~~~~:-bL __ ~
I X gt)
L__ -Y g1~
[ w;~}~ame ---~J-
__ )o~~. L J~flJ
g
+-'
C Q)
E Q) u C'O c..
(/)
0 1. L r-1-,Tm11 - ~,TffllT[ --r-nT,ill
-*-1-TnTll]
0. 1 f------+--
0.01 >---------+----
!; 0. t
,'.\\1V,
!\\/
i
.. --+--- -
~
,A.fl,~ ----- --- -f-- -
_...L_L_l__l...l __ J..L..LL-L...J...LI.. WLL_j_j_JJ_LLJ_jj__L_I_U._.LLl.ll.. ___ _I_U....LI 0.001 0.1
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: K:\\... \\T78_C3EWA01 __ 1l)oench.agt Date: 01/18/13 Time: 15:21:13 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: C~escent_OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Moench T
= 7.371_E:t-~ tt2/day S
= 0. 0008382 Sy
= 2_:6_83~:5
~
= 0.03 Sw
=O.
r(w)
= 0.1667 ft r(c)
=0.1667ft alpha= _1 :_oE::')0 sec-1 Saturated Thickness: 18.91 ft Anisotropy Ratio (Kz/Kr): 0.0008386 WELL DATA I ~~~W;:ot ~**.********~** *+ PurT1eg1flr~lls*i. V.6~~ =] [~!i~ame *:.=~~r se~~~:,;1:e~L~~.L.~ ~~~. J
g
+.J C
Q)
E Q)
(.)
ro
0.
(/)
0
1.
0.1 0.01 i-0.001 0.1
/_\\,'.',
6 l \\l\\l':.t'k
'.I
\\ /_\\
6.
1.
10.
Saturated Thickness: 18.91 ft
-*1 - T 17 ITl[l---i-r-i77711f-,--rTrTrl

!------ _-_,C~

- -----f----- ------
I LU W ___ L '...LLLLJJ..LL _ _J _j___LJ_Ul!L
_I.
J.J_JJ1!
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA WELL DATA WELL TEST ANALYSIS Data Set: K:\\... \\T!_8_GEWA01_ i:ieuman.aqt Date: 01 /18/13 Time: 15:23:30 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: Crescent1 OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Unconfined Solution Method: Neuman T = 1.318E:r4 tt2/day S = 0.0008382 Sy= 0.0401
~ = 0.03
-~_P_u~p_i_'l9_1/2/~Jls_~-------
__________________ O_b~-~-~v-~tio_l)_V'{eJl~ ------
t~E~~A~1~~
~--+-
X~ft) _1 ~Y&ft) J [~;~.+~ame
. ~.* [ ~~so~k.. L~-~~ ~~ft~.~~1
g
+-'
C OJ E
OJ
(.)
ctl
a.
(f) 0 1. ["-rTTTlllW-1,-TTTTrn-----i--77---ITTlfl-,-nTrTnr------,----, TTrTnr---r7 nnn, 7--177711 0.1 I=
0.01 0.001 0.1 Ll_j_!
f).L\\
6.
1_\\ /\\.~,.'A\\
'..\\
i\\,j, b,
I
' I___J _L:L.L
!..L__l ___L_t_LUJJ.j__J_.LJ ilWL ____ J I I I 1111 [
I _L __ LLLJ Ul_ L... LLLJJJJ
1.
10.
100.
1000. 1.0E+4 1.0E+5 1.0E+6 Time (sec)
AQUIFER DATA WELL TEST ANALYSIS Data Set: ~:\\... \\178_ GEWA0__1_ ryeum_an.aqt Date: 01/18/13 Time: 15:22:40 PROJECT INFORMATION Company: EPM Client: Cimarron Environmental Trust Project: 65943 Location: C[escent, OK Test Well: GE-WA-01 Test Date: 10/23/12 SOLUTION Aquifer Model: Ur_1confined Solution Method: Neuman T = 7.133E+4 tt2/day S = 0.0008382 Sy= 7.041 E-5 11
= 0.03 Saturated Thickness: 18.91 ft WELL DATA Pumping Wells LGE~WA-9~ -****-------------------r--1-**~** *)(~tti *.. *.. _.L * *** vgii

t Well Name

, T-78
_ I. -
Observation Wells
-- --. ------. ____ L
- - ~ -ift)
- )'_(ft)_
-100.8
-51.3

*-- ______________ )

APPENDIX E - STORAGE COEFFICIENT SENSITIVITY ANALYSIS
Memorandum Date:
February 1, 2013 To:
Jeff Lux Jeff Binder From:
Patrick Higgins
Subject:
Cimarron - Sensitivity Analysis of BA-I and W AA Groundwater Flow Models for Storativity
Background
Two pumping tests, one in the Western Alluvial Area (WAA) and one in Burial Area 1 (BA-I) and numerous slug tests have been performed at the project site in Cimarron, Oklahoma.
Analyses of the resulting data using various methods have generated a wide range of hydraulic conductivity (k) and storativity (S) - or storage coefficient - values. Additionally, the pumping test of Well GE-WA-01 in the WAA may not have sufficiently stressed the aquifer to obtain valid results for either parameter. The project team has concluded that although an acceptable value for k of the W AA aquifer may be achieved through the performance of additional slug tests, a value for S cannot be determined from this method; and, that the groundwater flow model should be analyzed to determine its sensitivity to changes in S.
The storage coefficient from the pumping test in the alluvial portion ofBA-1 ranged from 0.001 to 0.01. The storage coefficient that is currently stored in both groundwater flow models is 0.01, a value at the low end of those typically observed in unconfined aquifers.
The storage coefficient for the alluvial aquifer, calculated according to the Cooper-Jacob method from the pumping test performed in Well GE-WA-01 in WAA was approximately 0.88 (a value far above that typically observed in unconfined aquifers) based on observations in the pumping well, and averaged 0.22 for the pumping well and five nearest observation wells. The Cooper-Jacob method generally assumes that pumping tests in small diameter wells do not yield valid storage values; therefore if the storage calculated for the pumping well is ignored and the storage values calculated for each observation well are averaged, a more reasonable value of 0.08 is obtained.
A review of the Final GW Modeling Report (ENSR, 2006) reveals no discussion of storage coefficient in the text. Table 4 (WA Summary of Model Inputs) of this report indicates the specific yield (unconfined storativity or Sy) is 0.001, referencing it as a "default" value. The report also indicates the specific storage (product of storage and aquifer thickness or Ss) to be 0.001; assuming an aquifer thickness of 10 feet would result in Sy of0.01, the value actually utilized in the model; however all data previously collected in the W AA and BAO 1 suggest that the aquifer is considerably thicker than 10 feet. This brings into question the assumptions used for storage in ENSR's model. The porosity is also input as 0.01 (or 1 per cent), a value far below what is anticipated for a sandy alluvial aquifer. Porosity will need to be adjusted prior to
Memorandum (continued)
February 1, 2013 Page 2
____ I.
SINCE 1898 modeling for well field design as it is an important component of the particle tracking package MODPATH.
Methodology The auto-sensitivity feature in Groundwater Vistas was utilized for this exercise. This feature allows the user to select a model property (k, S/specific yield, leakance, etc.) and use multipliers to change it sequentially. When the auto-sensitivity analysis is performed, the software automatically adjusts the selected property and performs a series of model runs using the adjusted values based on the multipliers assigned.
Because the Sy of 0.01 currently set in the model is at the low end of the typical range, the sensitivity analysis used multipliers of 2, 5, 10, 20 and 30 to incrementally increase the storage values to the maximum observed value of 0.3. Targets were established throughout each model domain to track changes in head for each model run, including one located as near as possible to the test pumping well GE-WA-01 in W AA. Targets were set in Layer 1 in the WAA model and in Layer 3 in the BA-1 model.
Results The sensitivity analysis indicates that the model may not be sensitive to changes in Sy. None of the sequential increases in this parameter produced changes in head at the targets in either model (see graphs below); this is an unanticipated result because increasing the value of Sy from the Q)
C)
C ro
..c
()
"'C BA-1 Sensitivity Analysis: Specific Yield
~ -0.050 ~ -------------........;;-------------=---...........==-.........;;........=.......;.. ____ =--, _____ -t I
Q)
C) ro I...
Q) >
<(
2.0 6.0 10.0 14.0 18.0 22.0 26.0 30.0 Parameter Multiplier Sy1
Memorandum (continued)
February 1, 2013 Page 3 Q)
0)
C 0,
.c 0
""O m -0.001 I
Q)
0) 0, I....
Q) >
<(
2.0 WAA Sensitivity Analysis: Specific Yield 6.0 10.0 14.0 18.0 22.0 Parameter Multiplier 26.0 Burns&
McDonnell SINCE 1898 Sy1 30.0 low end of observed values to the high end would be expected to have some impact on groundwater levels. This could be due to other inappropriate input parameters; however the values established for k in the W AA model are reasonably close to those derived from the pumping test ofGE-WA-01.
Although the model does not appear to be sensitive to changes in Sy, the W AA model Sy should nevertheless be adjusted to a value based on calculations from the W AA pumping test in well GE-WA-01. Consideration should also be given to adjusting the Sy value for the BA-1 model, although it is currently within the range typically observed in unconfined aquifers. However, as noted in ENSR's Burial Area #1 Groundwater Assessment Report, the aquifer test in Well O2W56 in BA-1 was performed during high water table conditions resulting in a semi-confined or "transiently" confined condition, potentially yielding lower storage values.
Model changes are suggested prior to making model runs for design purposes. Slug testing will be performed in the W AA to establish k values for that area. Additionally, Sy may be adjusted following revision of k. Prior to performing particle tracking, porosity will be revised in both models for the layers representing the alluvium to more accurately reflect conditions in the alluvial aquifer; porosity in the other layers for both models should also be reviewed and revised if necessary.
PJH/pjh

ML20213C663

Text

Subject:

Background

Navigation menu

Search